naeemi struc report
TRANSCRIPT
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Project Report
Model File: NAEEMI3, Revision 019-Jun-2016
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Table of Contents
1. Structure Data 5
1.1 Story Data 5
1.2 Grid Data 5
1.3 Point Coordinates 6
1.4 Line Connectivity 9
1.5 Area Connectivity 11
1.6 Mass 16
1.7 Groups 17
2. Properties 18
2.1 Materials 182.2 Frame Sections 18
2.3 Shell Sections 18
2.4 Reinforcement Sizes 18
3. Assignments 19
3.1 Joint Assignments 19
3.2 Frame Assignments 29
3.3 Shell Assignments 36
4. Loads 40
4.1 Load Patterns 40
4.2 Auto Wind Loading 40
4.3 Auto Seismic Loading 45
4.4 Applied Loads 50
4.4.1 Line Loads 50
4.4.2 Area Loads 52
4.5 Load Cases 56
4.6 Load Combinations 56
5. Analysis Results 59
5.1 Structure Results 59
5.2 Story Results 62
5.3 Point Results 65
6. Design Data 167
6.1 Concrete Frame Design 167
6.2 Shear Wall Design 332
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List of Tables
Table 1.1 Story Data 5
Table 1.2 Grid Systems 5
Table 1.3 Grid Lines 5
Table 1.4 Joint Coordinates Data 6
Table 1.5 Column Connectivity Data 9
Table 1.6 Beam Connectivity Data 10
Table 1.7 Floor Connectivity Data 11
Table 1.8 Wall Connectivity Data 14
Table 1.9 Null Shell Connectivity Data 15
Table 1.10 Mass Source 16
Table 1.11 Centers of Mass and Rigidity 16
Table 1.12 Mass Summary by Diaphragm 16
Table 1.13 Mass Summary by Story 16
Table 1.14 Group Definitions 17
Table 2.1 Material Properties - Summary 18
Table 2.2 Frame Sections - Summary 18
Table 2.3 Shell Sections - Summary 18
Table 2.4 Reinforcing Bar Sizes 18
Table 3.1 Joint Assignments - Summary 19
Table 3.2 Frame Assignments - Summary 29
Table 3.3 Shell Assignments - Summary 36
Table 4.1 Load Patterns 40
Table 4.6 Frame Loads - Distributed 50
Table 4.7 Shell Loads - Uniform 52
Table 4.8 Load Cases - Summary 56
Table 4.9 Load Combinations 56
Table 5.1 Base Reactions 59
Table 5.2 Centers of Mass and Rigidity 61
Table 5.3 Diaphragm Center of Mass Displacements 61
Table 5.4 Story Drifts 62
Table 5.5 Story Forces 63
Table 5.6 Joint Reactions 65
Table 6.1 Concrete Frame Preferences - BS 8110-97 167
Table 6.2 Concrete Column Overwrites - BS 8110-97 167
Table 6.3 Concrete Beam Overwrites - BS 8110-97 173
Table 6.4 Concrete Column PMM Envelope 176
Table 6.5 Concrete Column Shear Envelope 183
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List of Tables
Table 6.6 Concrete Beam Flexure Envelope 190
Table 6.7 Concrete Beam Shear Envelope 199
Table 6.8 Concrete Joint Envelope 208
Table 6.9 Concrete Column Summary - BS 8110-97 211
Table 6.10 Concrete Beam Summary - BS 8110-97 231
Table 6.11 Concrete Joint Summary - BS 8110-97 325
Table 6.12 Shear Wall Preferences - BS 8110-97 332
Table 6.13 Shear Wall Pier Overwrites - BS 8110-97 332
Table 6.14 Shear Wall Pier Summary - BS 8110-97 333
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Structure Data 19-Jun-2016
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1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates,
and element connectivity.
1.1 Story Data
Table 1.1 - Story Data
NameHeight
mm
Elevation
mm
Master
Story
Similar
To
Splice
Story
TOP 3780 27080 No None No
ROOF 4420 23300 No 1ST No
4TH 4420 18880 No 1ST No
3RD 4420 14460 No 1ST No
2ND 4420 10040 No 1ST No
1ST 4420 5620 Yes None No
TIES 1200 1200 No None No
Base 0 0 No None No
1.2 Grid Data
Table 1.2 - Grid Systems
Name TypeStory
Range
X
Origin
m
Y
Origin
m
Rotation
deg
Bubble
Size
mm
Color
G1 Cartesian Default 0 0 0 1250 ffa0a0a0
Table 1.3 - Grid Lines
Grid
System
Grid
DirectionGrid ID Visible
Bubble
Location
Ordinate
m
X1
m
Y1
m
X2
m
Y2
m
G1 X 1 Yes End -0.4
G1 X 2 Yes End -2.453E-06
G1 X 3 Yes End 10.8
G1 X 4 Yes End 13
G1 X 5 Yes End 23.8
G1 X 6 Yes End 24.2
G1 Y 1 Yes End -8.158E-07
G1 Y 2 Yes End 1.6
G1 Y 3 Yes End 9.8
G1 Y 4 Yes End 19.9
G1 General 1 Yes End 2.1941 5.1401 2.1941 8.2475
G1 General 2 Yes End 4.9 20.9946 4.9 0.8526G1 General 3 Yes End 5.3 13.85 5.3 13.65
G1 General 4 Yes End 6.1 20.9946 6.1 0.8526
G1 General 5 Yes End 6.5 20 6.5 17.1
G1 General 6 Yes End 7.2 5.864 7.2 3.5704
G1 General 7 Yes End 7.3 10.0984 7.3 6.1964
G1 General 8 Yes End 7.8 14.0358 7.8 11.1669
G1 General 9 Yes End 8.2 10.13 8.2 7.3056
G1 General 10 Yes End 8.2 3.5584 8.2 5.9354
G1 General 11 Yes End 8.8 11.1726 8.8 13.9846
G1 General 12 Yes End 9.1007 13.3659 9.1007 17.6086
G1 General 13 Yes End 9.2 7.3497 9.2 10.0981
G1 General 14 Yes End 9.6 6.88 9.6 1.1181
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Table 1.3 - Grid Lines (continued)
Grid
System
Grid
DirectionGrid ID Visible
Bubble
Location
Ordinate
m
X1
m
Y1
m
X2
m
Y2
m
G1 General 15 Yes End 10.4 13.85 10.4 13.65
G1 General 16 Yes End 12.3 20 12.3 19.8
G1 General 17 Yes End 14.2132 1.3276 14.2132 8.1226
G1 General 18 Yes End 15.2 20.9946 15.2 0.8526
G1 General 19 Yes End 15.65 20.9946 15.65 0.8526
G1 General 20 Yes End 16.2 14.6561 16.2 9.4712
G1 General 21 Yes End 16.8 10.7795 16.8 14.5141
G1 General 22 Yes End 18.4 14.3 18.4 9.4013
G1 General 23 Yes End 18.6 20.9946 18.6 0.8526
G1 General 24 Yes End 19.6 20.9946 19.6 0.8526
G1 General 25 Yes End 13.1704 0.6 10.5255 0.6
G1 General 26 Yes End 23.9 2 23.7 2
G1 General 27 Yes End 10.9 2 10.7 2
G1 General 28 Yes End 5 2 4.8 2G1 General 29 Yes End 0.1 2 -0.1 2
G1 General 30 Yes End 19.7 2.2 19.5 2.2
G1 General 31 Yes End 6.8999 3.9 8.4791 3.9
G1 General 32 Yes End 24.4337 5.4 23.5426 5.4
G1 General 33 Yes End -0.5845 5.4 5.1888 5.4
G1 General 34 Yes End 8.4726 5.6 6.839 5.6
G1 General 35 Yes End 18.8842 6.05 24.8826 6.05
G1 General 36 Yes End 4.4353 6.55 24.5044 6.55
G1 General 37 Yes End -0.73 7.375 5.4814 7.375
G1 General 38 Yes End 10.358 7.6 16.4696 7.6
G1 General 39 Yes End 12.9 8 13.1 8
G1 General 40 Yes End 12.9 9.2 13.1 9.2
G1 General 41 Yes End 0.55 10.425 -0.1 10.425
G1 General 42 Yes End 14.9996 11.1 17.1705 11.1
G1 General 43 Yes End 7.5332 11.4 9.0855 11.4
G1 General 44 Yes End 16.6386 13 12.7901 13
G1 General 45 Yes End 8.8 13.65 7.8 13.65
G1 General 46 Yes End -0.9904 13.75 11.9461 13.75
G1 General 47 Yes End 11.9461 14.2 24.8826 14.2
G1 General 48 Yes End -0.9904 15.25 1.3382 15.25
G1 General 49 Yes End 5.4084 17.2 13.795 17.2
G1 General 50 Yes End 14.1001 1.7008 14.0999 1.4979
G1 General 51 Yes End 15.8001 1.7 15.8004 1.5
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
LabelX
mm
Y
mm
ΔZ
Below
mm
1 -0.002453 2000 0
2 4900 2000 0
3 10800 2000 0
4 19600 2200 0
5 23800 2000 06 -0.002453 5400 0
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Table 1.4 - Joint Coordinates Data (continued)
LabelX
mm
Y
mm
ΔZ
Below
mm
7 19600 6050 0
8 23800 6050 0
9 4900 7375 0
10 -0.002453 10425 0
11 18400 9800 0
12 23800 9800 0
13 5300 13750 0
14 10400 13750 0
15 23800 14200 0
16 18400 14200 0
17 -0.002453 15250 0
18 6500 17200 0
19 13000 17200 0
20 -0.002453 19900 0
21 6500 19900 0
22 12300 19900 0
23 15650 19900 0
24 23800 19900 0
25 13000 9200 0
26 13000 9800 0
27 15200 9800 0
28 15200 7600 0
29 14213.2 7600 0
30 13000 7600 0
31 13000 8000 0
32 10800 7600 0
33 10800 9800 0
34 14100 1600 0
35 14213.2 1600 0
36 15200 1600 0
37 15650 1600 0
38 15800.2 1600 0
39 4900 9800 0
40 7300 9800 0
41 9600 6550 0
42 4900 5400 043 16200 13000 0
44 19600 19900 0
45 13000 19900 0
46 13000 14200 0
47 6500 13750 0
48 -0.002453 13750 0
51 13000 13750 0
52 -0.002453 9800 0
53 15200 6050 0
54 10800 6050 0
55 4900 6050 0
56 23800 -0.0008158 0
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Table 1.4 - Joint Coordinates Data (continued)
LabelX
mm
Y
mm
ΔZ
Below
mm
58 19595 0 0
59 23800 5400 0
60 24200 5400 0
61 24200 -0.0008158 0
62 15670 8.9 0
63 13000 -0.0008158 0
64 13000 1600 0
65 10800 600 0
66 13000 600 0
49 10800 -0.0008158 0
50 4900 -0.0008158 0
57 -0.002453 -0.0008158 0
67 -400 5400 0
68 -400 -0.0008158 0
69 16800 14200 0
70 16800 11100 0
71 15650 11100 0
72 15650 14200 0
73 7800 13750 0
74 8800 13750 0
75 8800 11400 0
76 7800 11400 0
77 9200 9800 0
79 8200 9800 0
80 8200 7575 0
82 7200 5600 0
83 8200 5600 0
84 8200 3900 0
85 7200 3900 0
86 9200 7575 0
87 6100 17200 0
88 6100 19900 0
78 10800 19900 0
81 10800 17200 0
90 9600 2000 0
91 19600 9800 092 19600 6550 0
93 23800 6550 0
94 4900 6550 0
95 7300 6550 0
96 13000 13000 0
97 16200 9800 0
98 19600 14200 0
99 10200 17200 0
100 12200 17200 0
101 4970.5 10496.4 0
89 6500 15350 0
102 7300 7350 0
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Table 1.4 - Joint Coordinates Data (continued)
LabelX
mm
Y
mm
ΔZ
Below
mm
103 -0.002453 7375 0
104 16200 14200 0
105 9100.7 17200 0
106 9100.7 13750 0
107 13000 8000 2205.3
108 13000 9200 2205.3
109 13000 8000 2116.6
110 13000 9200 2116.6
111 13000 8000 2048.2
112 13000 9200 2048.2
113 13000 8000 2038.4
114 13000 9200 2038.4
115 13000 8000 1877.8
116 13000 9200 1877.8
1.4 Line Connectivity
Table 1.5 - Column Connectivity Data
ColumnI-End
Point
J-End
Point
I-End
Story
C1 1 1 Below
C2 2 2 Below
C3 3 3 Below
C4 4 4 Below
C5 5 5 Below
C6 6 6 Below
C7 7 7 Below
C8 8 8 Below
C9 9 9 Below
C10 10 10 Below
C11 11 11 Below
C12 12 12 Below
C13 13 13 Below
C14 14 14 Below
C15 15 15 Below
C16 16 16 Below
C17 17 17 Below
C18 18 18 Below
C19 19 19 Below
C20 20 20 Below
C21 21 21 Below
C22 22 22 Below
C23 23 23 Below
C24 24 24 Below
C25 39 39 Below
C26 40 40 Below
C27 41 41 Below
C28 42 42 BelowC29 43 43 Below
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Table 1.5 - Column Connectivity Data (continued)
ColumnI-End
Point
J-End
Point
I-End
Story
C30 44 44 Below
C31 90 90 Below
Table 1.6 - Beam Connectivity Data
BeamI-End
Point
J-End
Point
Curve
Type
B1 6 10 None
B2 10 17 None
B3 17 20 None
B4 22 23 None
B5 23 24 None
B6 15 24 None
B7 12 15 None
B8 8 12 NoneB9 1 6 None
B10 20 21 None
B11 21 22 None
B12 5 8 None
B13 18 21 None
B14 18 19 None
B15 19 45 None
B16 87 18 None
B17 87 88 None
B18 88 21 None
B19 22 45 None
B20 23 44 None
B21 44 24 None
B22 4 5 None
B23 38 4 None
B24 3 34 None
B25 90 3 None
B26 2 90 None
B27 1 2 None
B28 2 42 None
B29 42 9 None
B30 6 42 None
B31 52 39 NoneB32 39 40 None
B33 40 33 None
B34 33 26 None
B35 27 11 None
B36 11 12 None
B37 7 91 None
B38 4 7 None
B39 7 8 None
B40 92 93 None
B41 32 30 None
B42 3 32 None
B43 90 41 None
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Table 1.6 - Beam Connectivity Data (continued)
BeamI-End
Point
J-End
Point
Curve
Type
B44 94 41 None
B45 9 39 None
B46 95 40 None
B47 48 13 None
B48 13 14 None
B49 26 19 None
B50 96 43 None
B51 46 16 None
B52 16 15 None
B53 11 16 None
B54 97 43 None
B55 98 44 None
B56 72 23 None
B57 14 33 NoneB58 99 14 None
B59 100 22 None
B60 47 18 None
B61 39 13 None
B62 35 29 None
B63 10 101 None
B64 17 89 None
B65 9 102 None
B66 103 9 None
B67 43 104 None
B68 106 105 None
1.5 Area Connectivity
Table 1.7 - Floor Connectivity Data
Floor Number
of Edges
Edge
Number Point 1 Point 2
Curve
Type
F1 7 1 45 23 None
2 23 24 None
3 24 15 None
4 15 16 None
5 16 46 None
6 46 19 None
7 19 45 None
F2 7 1 20 21 None
2 21 18 None
3 18 47 None
4 47 13 None
5 13 48 None
6 48 17 None
7 17 20 None
F5 9 1 51 26 None
2 26 33 None
3 33 39 None4 39 52 None
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Table 1.7 - Floor Connectivity Data (continued)
Floor Number
of Edges
Edge
Number Point 1 Point 2
Curve
Type
5 52 10 None
6 10 48 None
7 48 13 None
8 13 14 None
9 14 51 None
F6 7 1 12 8 None
2 8 7 None
3 7 53 None
4 53 28 None
5 28 27 None
6 27 11 None
7 11 12 None
F7 6 1 28 53 None
2 53 54 None
3 54 32 None
4 32 30 None
5 30 29 None
6 29 28 None
F8 6 1 33 26 None
2 26 25 None
3 25 31 None
4 31 30 None
5 30 32 None
6 32 33 None
F9 6 1 33 32 None
2 32 54 None
3 54 55 None
4 55 9 None
5 9 39 None
6 39 33 None
F10 6 1 52 39 None
2 39 9 None
3 9 55 None
4 55 42 None
5 42 6 None
6 6 52 NoneF12 5 1 59 60 None
2 60 61 None
3 61 56 None
4 56 5 None
5 5 59 None
F13 7 1 7 4 None
2 4 58 None
3 58 62 None
4 62 37 None
5 37 36 None
6 36 53 None
7 53 7 None
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Table 1.7 - Floor Connectivity Data (continued)
Floor Number
of Edges
Edge
Number Point 1 Point 2
Curve
Type
F14 7 1 37 62 None
2 62 63 None
3 63 64 None
4 64 34 None
5 34 35 None
6 35 36 None
7 36 37 None
F16 6 1 18 19 None
2 19 46 None
3 46 51 None
4 51 14 None
5 14 47 None
6 47 18 None
F17 8 1 46 16 None
2 16 15 None
3 15 12 None
4 12 11 None
5 11 27 None
6 27 26 None
7 26 51 None
8 51 46 None
F18 6 1 8 5 None
2 5 56 None
3 56 58 None
4 58 4 None
5 4 7 None
6 7 8 None
F19 9 1 54 53 None
2 53 36 None
3 36 35 None
4 35 34 None
5 34 64 None
6 64 66 None
7 66 65 None
8 65 3 None
9 3 54 NoneF3 8 1 42 55 None
2 55 54 None
3 54 3 None
4 3 65 None
5 65 49 None
6 49 50 None
7 50 2 None
8 2 42 None
F4 6 1 6 42 None
2 42 2 None
3 2 50 None
4 50 57 None
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Table 1.7 - Floor Connectivity Data (continued)
Floor Number
of Edges
Edge
Number Point 1 Point 2
Curve
Type
5 57 1 None
6 1 6 None
F11 5 1 67 6 None
2 6 1 None
3 1 57 None
4 57 68 None
5 68 67 None
F15 7 1 88 21 None
2 21 22 None
3 22 45 None
4 45 19 None
5 19 18 None
6 18 87 None
7 87 88 None
F20 5 1 78 22 None
2 22 45 None
3 45 19 None
4 19 81 None
5 81 78 None
Table 1.8 - Wall Connectivity Data
LabelNumber
of Edges
Edge
Number Point 1 Point 2
Curve
Type
Point 1
Story
Point 2
Story
W1 4 1 25 26 None Below Below
2 26 26 None Below Same
3 26 25 None Same Same
4 25 25 None Same Below
W2 4 1 26 27 None Below Below
2 27 27 None Below Same
3 27 26 None Same Same
4 26 26 None Same Below
W3 4 1 27 28 None Below Below
2 28 28 None Below Same
3 28 27 None Same Same
4 27 27 None Same Below
W4 4 1 28 29 None Below Below
2 29 29 None Below Same
3 29 28 None Same Same
4 28 28 None Same Below
W5 4 1 29 30 None Below Below
2 30 30 None Below Same
3 30 29 None Same Same
4 29 29 None Same Below
W6 4 1 30 31 None Below Below
2 31 31 None Below Same
3 31 30 None Same Same
4 30 30 None Same Below
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Table 1.8 - Wall Connectivity Data (continued)
LabelNumber
of Edges
Edge
Number Point 1 Point 2
Curve
Type
Point 1
Story
Point 2
Story
W7 4 1 31 25 None Below Below
2 25 25 None Below Same
3 25 31 None Same Same
4 31 31 None Same Below
W8 4 1 32 33 None Below Below
2 33 33 None Below Same
3 33 32 None Same Same
4 32 32 None Same Below
W9 4 1 34 35 None Below Below
2 35 35 None Below Same
3 35 34 None Same Same
4 34 34 None Same Below
W10 4 1 35 36 None Below Below
2 36 36 None Below Same
3 36 35 None Same Same
4 35 35 None Same Below
W11 4 1 36 37 None Below Below
2 37 37 None Below Same
3 37 36 None Same Same
4 36 36 None Same Below
W12 4 1 37 38 None Below Below
2 38 38 None Below Same
3 38 37 None Same Same
4 37 37 None Same Below
W13 4 1 107 108 None Same Same
2 108 25 None Same Same
3 25 31 None Same Same
4 31 107 None Same Same
W14 4 1 109 110 None Same Same
2 110 25 None Same Same
3 25 31 None Same Same
4 31 109 None Same Same
W15 4 1 111 112 None Same Same
2 112 25 None Same Same
3 25 31 None Same Same
4 31 111 None Same SameW16 4 1 113 114 None Same Same
2 114 25 None Same Same
3 25 31 None Same Same
4 31 113 None Same Same
W17 4 1 115 116 None Same Same
2 116 25 None Same Same
3 25 31 None Same Same
4 31 115 None Same Same
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Table 1.9 - Null Shell Connectivity Data
LabelNumber
of Edges
Edge
Number Point 1 Point 2
Curve
Type
Point 1
Story
Point 2
Story
A1 4 1 69 70 None Same Same
2 70 71 None Same Same
3 71 72 None Same Same
4 72 69 None Same Same
A2 4 1 73 74 None Same Same
2 74 75 None Same Same
3 75 76 None Same Same
4 76 73 None Same Same
A4 4 1 82 83 None Same Same
2 83 84 None Same Same
3 84 85 None Same Same
4 85 82 None Same Same
A5 4 1 79 77 None Same Same
2 77 86 None Same Same
3 86 80 None Same Same
4 80 79 None Same Same
1.6 Mass
Table 1.10 - Mass Source
NameInclude
Elements
Include
Added
Mass
Include
Loads
Include
Lateral
Include
Vertical
Lump
at
Stories
IsDefaultLoad
PatternMultiplier
MsSrc1 No No Yes Yes No Yes Yes Dead 1
MsSrc1 No No Yes Yes No Yes Yes Live 0.25
Table 1.11 - Centers of Mass and Rigidity
Story DiaphragmMass X
kg
Mass Y
kg
XCM
m
YCM
m
Cumulative
X
kg
Cumulative
Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
1ST D1 787367.52 787367.52 11.9827 10.053 787367.52 787367.52 11.9827 10.053 13.5023 8.4405
2ND D2 772970.86 772970.86 11.9982 10.0469 772970.86 772970.86 11.9982 10.0469 13.4042 8.9267
3RD D3 772992.45 772992.45 11.9983 10.0469 772992.45 772992.45 11.9983 10.0469 13.1413 9.2641
4TH D4 773038.28 773038.28 11.9983 10.0468 773038.28 773038.28 11.9983 10.0468 12.8331 9.5971
ROOF D5 554665.23 554665.23 11.9677 10.166 554665.23 554665.23 11.9677 10.166 12.497 9.9614
TOP D6 25334.72 25334.72 9.5598 18.5419 25334.72 25334.72 9.5598 18.5419 10.9482 18.0444
Table 1.12 - Mass Summary by Diaphragm
Story DiaphragmMass X
kg
Mass Y
kg
Mass
Moment of
Inertia
ton-m²
X Mass
Center
m
Y Mass
Center
m
TOP D6 25334.72 25334.72 171.1639 9.5598 18.5419
ROOF D5 554665.23 554665.23 48605.3895 11.9677 10.166
4TH D4 773038.28 773038.28 66881.7821 11.9983 10.0468
3RD D3 772992.45 772992.45 66881.6237 11.9983 10.0469
2ND D2 772970.86 772970.86 66881.549 11.9982 10.0469
1ST D1 787367.52 787367.52 67247.4209 11.9827 10.053
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Table 1.13 - Mass Summary by Story
StoryUX
kg
UY
kg
UZ
kg
TOP 25334.72 25334.72 0
ROOF 554665.23 554665.23 0
4TH 773038.28 773038.28 0
3RD 772992.45 772992.45 0
2ND 772970.86 772970.86 0
1ST 787367.52 787367.52 0
TIES 368412.22 368412.22 0
Base 11671.27 11671.27 0
1.7 Groups
Table 1.14 - Group Definitions
Name Color
All Yellow
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Properties 19-Jun-2016
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2 Properties
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - Summary
Name TypeE
MPaν
Unit
Weight
kN/m³
Design Strengths
FCU35 Concrete 24870 0.2 23.536 Fc=35 MPa
FY460 Rebar 199947.98 0.3 76.9729 Fy=460 MPa, Fu=620 MPa
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
B20X60 FCU35 Concrete Rectangular
B40X60 FCU35 Concrete Rectangular
C20X100 FCU35 Concrete Rectangular
C30X100 FCU35 Concrete Rectangular
C40X50 FCU35 Concrete Rectangular
C45X45 FCU35 Concrete Rectangular
C50X50 FCU35 Concrete Rectangular
NC20X20 FCU35 Concrete Rectangular
NC20X40 FCU35 Concrete Rectangular
2.3 Shell Sections
Table 2.3 - Shell Sections - Summary
NameDesign
Type
Element
TypeMaterial
Total
Thickness
mm
Slab25 Slab Shell-Thin FCU35 250
Wall20 Wall Shell-Thin FCU35 200
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
NameDiameter
mm
Area
mm²
10 10 7920 20 314
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3 Assignments
This chapter provides a listing of the assignments applied to the model.
3.1 Joint Assignments
Table 3.1 - Joint Assignments - Summary
Story LabelUnique
NameDiaphragm Restraints
TOP 18 146 From Area
TOP 19 154 From Area
TOP 21 170 From Area
TOP 22 178 From Area
TOP 45 517 From Area
TOP 87 515 From Area
TOP 88 516 From Area
ROOF 1 1 From Area
ROOF 2 9 From Area
ROOF 3 17 From Area
ROOF 4 25 From Area
ROOF 5 33 From Area
ROOF 6 41 From Area
ROOF 7 49 From Area
ROOF 8 57 From Area
ROOF 9 65 From Area
ROOF 10 73 From Area
ROOF 11 81 From Area
ROOF 12 89 From Area
ROOF 13 97 From Area
ROOF 14 105 From AreaROOF 15 129 From Area
ROOF 16 121 From Area
ROOF 17 137 From Area
ROOF 18 145 From Area
ROOF 19 153 From Area
ROOF 20 161 From Area
ROOF 21 169 From Area
ROOF 22 177 From Area
ROOF 23 185 From Area
ROOF 24 193 From Area
ROOF 25 201 From Area
ROOF 26 202 From Area
ROOF 27 217 From Area
ROOF 28 225 From Area
ROOF 29 233 From Area
ROOF 30 241 From Area
ROOF 31 249 From Area
ROOF 32 257 From Area
ROOF 33 258 From Area
ROOF 34 273 From Area
ROOF 35 274 From Area
ROOF 36 289 From Area
ROOF 37 297 From AreaROOF 38 305 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
ROOF 39 365 From Area
ROOF 42 390 From Area
ROOF 45 325 From Area
ROOF 46 335 From Area
ROOF 47 340 From Area
ROOF 48 341 From Area
ROOF 51 360 From Area
ROOF 52 366 From Area
ROOF 53 375 From Area
ROOF 54 380 From Area
ROOF 55 385 From Area
ROOF 56 395 From Area
ROOF 58 405 From Area
ROOF 59 410 From AreaROOF 60 411 From Area
ROOF 61 412 From Area
ROOF 62 425 From Area
ROOF 63 430 From Area
ROOF 64 431 From Area
ROOF 65 440 From Area
ROOF 66 445 From Area
ROOF 49 2 From Area
ROOF 50 10 From Area
ROOF 57 82 From Area
ROOF 67 114 From Area
ROOF 68 115 From Area
ROOF 69 162 From Area
ROOF 70 186 From Area
ROOF 71 194 From Area
ROOF 72 203 From Area
ROOF 73 333 From Area
ROOF 74 334 From Area
ROOF 75 350 From Area
ROOF 76 351 From Area
ROOF 77 496 From Area
ROOF 79 495 From Area
ROOF 80 498 From AreaROOF 82 475 From Area
ROOF 83 476 From Area
ROOF 84 477 From Area
ROOF 85 478 From Area
ROOF 86 497 From Area
ROOF 78 306 From Area
ROOF 81 330 From Area
ROOF 107 512 From Area
ROOF 108 513 From Area
4TH 1 3 From Area
4TH 2 11 From Area
4TH 3 19 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
4TH 4 27 From Area
4TH 5 35 From Area
4TH 6 43 From Area
4TH 7 51 From Area
4TH 8 59 From Area
4TH 9 67 From Area
4TH 10 75 From Area
4TH 11 83 From Area
4TH 12 91 From Area
4TH 13 99 From Area
4TH 14 107 From Area
4TH 15 131 From Area
4TH 16 123 From Area
4TH 17 139 From Area4TH 18 147 From Area
4TH 19 155 From Area
4TH 20 163 From Area
4TH 21 171 From Area
4TH 22 179 From Area
4TH 23 187 From Area
4TH 24 195 From Area
4TH 25 205 From Area
4TH 26 206 From Area
4TH 27 219 From Area
4TH 28 227 From Area
4TH 29 235 From Area
4TH 30 243 From Area
4TH 31 251 From Area
4TH 32 261 From Area
4TH 33 262 From Area
4TH 34 277 From Area
4TH 35 278 From Area
4TH 36 291 From Area
4TH 37 299 From Area
4TH 38 307 From Area
4TH 39 367 From Area
4TH 42 391 From Area4TH 45 326 From Area
4TH 46 336 From Area
4TH 47 342 From Area
4TH 48 343 From Area
4TH 51 361 From Area
4TH 52 368 From Area
4TH 53 376 From Area
4TH 54 381 From Area
4TH 55 386 From Area
4TH 56 397 From Area
4TH 58 406 From Area
4TH 59 413 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
4TH 60 414 From Area
4TH 61 415 From Area
4TH 62 426 From Area
4TH 63 432 From Area
4TH 64 433 From Area
4TH 65 441 From Area
4TH 66 446 From Area
4TH 49 18 From Area
4TH 50 26 From Area
4TH 57 90 From Area
4TH 67 116 From Area
4TH 68 117 From Area
4TH 69 204 From Area
4TH 70 218 From Area4TH 71 226 From Area
4TH 72 234 From Area
4TH 73 352 From Area
4TH 74 353 From Area
4TH 75 354 From Area
4TH 76 355 From Area
4TH 77 500 From Area
4TH 79 499 From Area
4TH 80 502 From Area
4TH 82 479 From Area
4TH 83 480 From Area
4TH 84 481 From Area
4TH 85 482 From Area
4TH 86 501 From Area
4TH 78 331 From Area
4TH 81 332 From Area
4TH 109 514 From Area
4TH 110 518 From Area
3RD 1 4 From Area
3RD 2 12 From Area
3RD 3 20 From Area
3RD 4 28 From Area
3RD 5 36 From Area3RD 6 44 From Area
3RD 7 52 From Area
3RD 8 60 From Area
3RD 9 68 From Area
3RD 10 76 From Area
3RD 11 84 From Area
3RD 12 92 From Area
3RD 13 100 From Area
3RD 14 108 From Area
3RD 15 132 From Area
3RD 16 124 From Area
3RD 17 140 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
3RD 18 148 From Area
3RD 19 156 From Area
3RD 20 164 From Area
3RD 21 172 From Area
3RD 22 180 From Area
3RD 23 188 From Area
3RD 24 196 From Area
3RD 25 207 From Area
3RD 26 208 From Area
3RD 27 220 From Area
3RD 28 228 From Area
3RD 29 236 From Area
3RD 30 244 From Area
3RD 31 252 From Area3RD 32 263 From Area
3RD 33 264 From Area
3RD 34 279 From Area
3RD 35 280 From Area
3RD 36 292 From Area
3RD 37 300 From Area
3RD 38 308 From Area
3RD 39 369 From Area
3RD 42 392 From Area
3RD 45 327 From Area
3RD 46 337 From Area
3RD 47 344 From Area
3RD 48 345 From Area
3RD 51 362 From Area
3RD 52 370 From Area
3RD 53 377 From Area
3RD 54 382 From Area
3RD 55 387 From Area
3RD 56 399 From Area
3RD 58 407 From Area
3RD 59 416 From Area
3RD 60 417 From Area
3RD 61 418 From Area3RD 62 427 From Area
3RD 63 434 From Area
3RD 64 435 From Area
3RD 65 442 From Area
3RD 66 447 From Area
3RD 49 34 From Area
3RD 50 42 From Area
3RD 57 98 From Area
3RD 67 118 From Area
3RD 68 119 From Area
3RD 69 242 From Area
3RD 70 250 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
3RD 71 259 From Area
3RD 72 260 From Area
3RD 73 356 From Area
3RD 74 357 From Area
3RD 75 358 From Area
3RD 76 359 From Area
3RD 77 504 From Area
3RD 79 503 From Area
3RD 80 506 From Area
3RD 82 483 From Area
3RD 83 484 From Area
3RD 84 485 From Area
3RD 85 486 From Area
3RD 86 505 From Area3RD 78 404 From Area
3RD 81 450 From Area
3RD 111 519 From Area
3RD 112 520 From Area
2ND 1 5 From Area
2ND 2 13 From Area
2ND 3 21 From Area
2ND 4 29 From Area
2ND 5 37 From Area
2ND 6 45 From Area
2ND 7 53 From Area
2ND 8 61 From Area
2ND 9 69 From Area
2ND 10 77 From Area
2ND 11 85 From Area
2ND 12 93 From Area
2ND 13 101 From Area
2ND 14 109 From Area
2ND 15 133 From Area
2ND 16 125 From Area
2ND 17 141 From Area
2ND 18 149 From Area
2ND 19 157 From Area2ND 20 165 From Area
2ND 21 173 From Area
2ND 22 181 From Area
2ND 23 189 From Area
2ND 24 197 From Area
2ND 25 209 From Area
2ND 26 210 From Area
2ND 27 221 From Area
2ND 28 229 From Area
2ND 29 237 From Area
2ND 30 245 From Area
2ND 31 253 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
2ND 32 265 From Area
2ND 33 266 From Area
2ND 34 281 From Area
2ND 35 282 From Area
2ND 36 293 From Area
2ND 37 301 From Area
2ND 38 309 From Area
2ND 39 371 From Area
2ND 42 393 From Area
2ND 45 328 From Area
2ND 46 338 From Area
2ND 47 346 From Area
2ND 48 347 From Area
2ND 51 363 From Area2ND 52 372 From Area
2ND 53 378 From Area
2ND 54 383 From Area
2ND 55 388 From Area
2ND 56 401 From Area
2ND 58 408 From Area
2ND 59 419 From Area
2ND 60 420 From Area
2ND 61 421 From Area
2ND 62 428 From Area
2ND 63 436 From Area
2ND 64 437 From Area
2ND 65 443 From Area
2ND 66 448 From Area
2ND 49 50 From Area
2ND 50 58 From Area
2ND 57 106 From Area
2ND 67 120 From Area
2ND 68 122 From Area
2ND 69 275 From Area
2ND 70 276 From Area
2ND 71 290 From Area
2ND 72 298 From Area2ND 73 396 From Area
2ND 74 398 From Area
2ND 75 400 From Area
2ND 76 402 From Area
2ND 77 508 From Area
2ND 79 507 From Area
2ND 80 510 From Area
2ND 82 487 From Area
2ND 83 488 From Area
2ND 84 489 From Area
2ND 85 490 From Area
2ND 86 509 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
2ND 78 451 From Area
2ND 81 452 From Area
2ND 113 521 From Area
2ND 114 522 From Area
1ST 1 6 From Area
1ST 2 14 From Area
1ST 3 22 From Area
1ST 4 30 From Area
1ST 5 38 From Area
1ST 6 46 From Area
1ST 7 54 From Area
1ST 8 62 From Area
1ST 9 70 From Area
1ST 10 78 From Area1ST 11 86 From Area
1ST 12 94 From Area
1ST 13 102 From Area
1ST 14 110 From Area
1ST 15 134 From Area
1ST 16 126 From Area
1ST 17 142 From Area
1ST 18 150 From Area
1ST 19 158 From Area
1ST 20 166 From Area
1ST 21 174 From Area
1ST 22 182 From Area
1ST 23 190 From Area
1ST 24 198 From Area
1ST 25 211 From Area
1ST 26 212 From Area
1ST 27 222 From Area
1ST 28 230 From Area
1ST 29 238 From Area
1ST 30 246 From Area
1ST 31 254 From Area
1ST 32 267 From Area
1ST 33 268 From Area1ST 34 283 From Area
1ST 35 284 From Area
1ST 36 294 From Area
1ST 37 302 From Area
1ST 38 310 From Area
1ST 39 373 From Area
1ST 42 394 From Area
1ST 45 329 From Area
1ST 46 339 From Area
1ST 47 348 From Area
1ST 48 349 From Area
1ST 51 364 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
1ST 52 374 From Area
1ST 53 379 From Area
1ST 54 384 From Area
1ST 55 389 From Area
1ST 56 403 From Area
1ST 58 409 From Area
1ST 59 422 From Area
1ST 60 423 From Area
1ST 61 424 From Area
1ST 62 429 From Area
1ST 63 438 From Area
1ST 64 439 From Area
1ST 65 444 From Area
1ST 66 449 From Area1ST 49 66 From Area
1ST 50 74 From Area
1ST 57 113 From Area
1ST 67 130 From Area
1ST 68 138 From Area
1ST 78 453 From Area
1ST 81 454 From Area
1ST 115 523 From Area
1ST 116 524 From Area
TIES 1 7 From Area
TIES 2 15 From Area
TIES 3 23 From Area
TIES 4 31 From Area
TIES 5 39 From Area
TIES 6 47 From Area
TIES 7 55 From Area
TIES 8 63 From Area
TIES 9 71 From Area
TIES 10 79 From Area
TIES 11 87 From Area
TIES 12 95 From Area
TIES 13 103 From Area
TIES 14 111 From AreaTIES 15 135 From Area
TIES 16 127 From Area
TIES 17 143 From Area
TIES 18 151 From Area
TIES 19 159 From Area
TIES 20 167 From Area
TIES 21 175 From Area
TIES 22 183 From Area
TIES 23 191 From Area
TIES 24 199 From Area
TIES 25 213 From Area
TIES 26 214 From Area
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
TIES 27 223 From Area
TIES 28 231 From Area
TIES 29 239 From Area
TIES 30 247 From Area
TIES 31 255 From Area
TIES 32 269 From Area
TIES 33 270 From Area
TIES 34 285 From Area
TIES 35 286 From Area
TIES 36 295 From Area
TIES 37 303 From Area
TIES 38 311 From Area
TIES 39 314 From Area
TIES 40 316 From AreaTIES 41 318 From Area
TIES 42 320 From Area
TIES 43 322 From Area
TIES 44 324 From Area
TIES 45 456 From Area
TIES 46 467 From Area
TIES 47 473 From Area
TIES 48 465 From Area
TIES 52 459 From Area
TIES 72 470 From Area
TIES 90 458 From Area
TIES 91 460 From Area
TIES 92 461 From Area
TIES 93 462 From Area
TIES 94 463 From Area
TIES 95 464 From Area
TIES 96 466 From Area
TIES 97 468 From Area
TIES 98 469 From Area
TIES 99 471 From Area
TIES 100 472 From Area
TIES 101 474 From Area
TIES 89 455 From AreaTIES 102 491 From Area
TIES 103 492 From Area
TIES 104 493 From Area
TIES 105 494 From Area
TIES 106 511 From Area
Base 1 8 From Area UX; UY; UZ
Base 2 16 From Area UX; UY; UZ
Base 3 24 From Area UX; UY; UZ
Base 4 32 From Area UX; UY; UZ
Base 5 40 From Area UX; UY; UZ
Base 6 48 From Area UX; UY; UZ
Base 7 56 From Area UX; UY; UZ
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Table 3.1 - Joint Assignments - Summary (continued)
Story LabelUnique
NameDiaphragm Restraints
Base 8 64 From Area UX; UY; UZ
Base 9 72 From Area UX; UY; UZ
Base 10 80 From Area UX; UY; UZ
Base 11 88 From Area UX; UY; UZ
Base 12 96 From Area UX; UY; UZ
Base 13 104 From Area UX; UY; UZ
Base 14 112 From Area UX; UY; UZ
Base 15 136 From Area UX; UY; UZ
Base 16 128 From Area UX; UY; UZ
Base 17 144 From Area UX; UY; UZ
Base 18 152 From Area UX; UY; UZ
Base 19 160 From Area UX; UY; UZ
Base 20 168 From Area UX; UY; UZ
Base 21 176 From Area UX; UY; UZBase 22 184 From Area UX; UY; UZ
Base 23 192 From Area UX; UY; UZ
Base 24 200 From Area UX; UY; UZ
Base 25 215 From Area UX; UY; UZ
Base 26 216 From Area UX; UY; UZ
Base 27 224 From Area UX; UY; UZ
Base 28 232 From Area UX; UY; UZ
Base 29 240 From Area UX; UY; UZ
Base 30 248 From Area UX; UY; UZ
Base 31 256 From Area UX; UY; UZ
Base 32 271 From Area UX; UY; UZ
Base 33 272 From Area UX; UY; UZ
Base 34 287 From Area UX; UY; UZ
Base 35 288 From Area UX; UY; UZ
Base 36 296 From Area UX; UY; UZ
Base 37 304 From Area UX; UY; UZ
Base 38 312 From Area UX; UY; UZ
Base 39 313 From Area UX; UY; UZ
Base 40 315 From Area UX; UY; UZ
Base 41 317 From Area UX; UY; UZ
Base 42 319 From Area UX; UY; UZ
Base 43 321 From Area UX; UY; UZ
Base 44 323 From Area UX; UY; UZBase 90 457 From Area UX; UY; UZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
TOP C18 127 Column 3780 C20X100 C20X100 0 3
TOP C19 134 Column 3780 C40X50 C40X50 90 3
TOP C21 148 Column 3780 C20X100 C20X100 3
TOP C22 155 Column 3780 C20X100 C20X100 3
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
ROOF C1 2 Column 4420 C20X100 C20X100 90 3
ROOF C2 9 Column 4420 C20X100 C20X100 90 3
ROOF C3 16 Column 4420 C20X100 C20X100 90 3
ROOF C4 23 Column 4420 C20X100 C20X100 90 3
ROOF C5 30 Column 4420 C20X100 C20X100 90 3
ROOF C6 37 Column 4420 C20X100 C20X100 90 3
ROOF C7 44 Column 4420 C40X50 C40X50 0 3
ROOF C8 51 Column 4420 C40X50 C40X50 3
ROOF C9 58 Column 4420 C45X45 C45X45 3
ROOF C10 65 Column 4420 C45X45 C45X45 3
ROOF C11 72 Column 4420 C50X50 C50X50 3
ROOF C12 79 Column 4420 C20X100 C20X100 90 3
ROOF C13 86 Column 4420 C20X100 C20X100 0 3
ROOF C14 93 Column 4420 C20X100 C20X100 0 3
ROOF C15 114 Column 4420 C20X100 C20X100 0 3
ROOF C16 107 Column 4420 C20X100 C20X100 0 3
ROOF C17 121 Column 4420 C30X100 C30X100 90 3
ROOF C18 128 Column 4420 C20X100 C20X100 0 3
ROOF C19 135 Column 4420 C40X50 C40X50 90 3
ROOF C20 142 Column 4420 C30X100 C30X100 90 3
ROOF C21 149 Column 4420 C20X100 C20X100 3
ROOF C22 156 Column 4420 C20X100 C20X100 3
ROOF C23 163 Column 4420 C30X100 C30X100 90 3
ROOF C24 170 Column 4420 C50X50 C50X50 3
4TH C1 3 Column 4420 C20X100 C20X100 90 3
4TH C2 10 Column 4420 C20X100 C20X100 90 3
4TH C3 17 Column 4420 C20X100 C20X100 90 3
4TH C4 24 Column 4420 C20X100 C20X100 90 3
4TH C5 31 Column 4420 C20X100 C20X100 90 3
4TH C6 38 Column 4420 C20X100 C20X100 90 3
4TH C7 45 Column 4420 C40X50 C40X50 0 3
4TH C8 52 Column 4420 C40X50 C40X50 3
4TH C9 59 Column 4420 C45X45 C45X45 3
4TH C10 66 Column 4420 C45X45 C45X45 3
4TH C11 73 Column 4420 C50X50 C50X50 3
4TH C12 80 Column 4420 C20X100 C20X100 90 3
4TH C13 87 Column 4420 C20X100 C20X100 0 3
4TH C14 94 Column 4420 C20X100 C20X100 0 3
4TH C15 115 Column 4420 C20X100 C20X100 0 3
4TH C16 108 Column 4420 C20X100 C20X100 0 3
4TH C17 122 Column 4420 C30X100 C30X100 90 3
4TH C18 129 Column 4420 C20X100 C20X100 0 3
4TH C19 136 Column 4420 C40X50 C40X50 90 3
4TH C20 143 Column 4420 C30X100 C30X100 90 3
4TH C21 150 Column 4420 C20X100 C20X100 3
4TH C22 157 Column 4420 C20X100 C20X100 3
4TH C23 164 Column 4420 C30X100 C30X100 90 3
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
4TH C24 171 Column 4420 C50X50 C50X50 3
3RD C1 4 Column 4420 C20X100 C20X100 90 3
3RD C2 11 Column 4420 C20X100 C20X100 90 3
3RD C3 18 Column 4420 C20X100 C20X100 90 3
3RD C4 25 Column 4420 C20X100 C20X100 90 3
3RD C5 32 Column 4420 C20X100 C20X100 90 3
3RD C6 39 Column 4420 C20X100 C20X100 90 3
3RD C7 46 Column 4420 C40X50 C40X50 0 3
3RD C8 53 Column 4420 C40X50 C40X50 3
3RD C9 60 Column 4420 C45X45 C45X45 3
3RD C10 67 Column 4420 C45X45 C45X45 3
3RD C11 74 Column 4420 C50X50 C50X50 3
3RD C12 81 Column 4420 C20X100 C20X100 90 3
3RD C13 88 Column 4420 C20X100 C20X100 0 3
3RD C14 95 Column 4420 C20X100 C20X100 0 3
3RD C15 116 Column 4420 C20X100 C20X100 0 3
3RD C16 109 Column 4420 C20X100 C20X100 0 3
3RD C17 123 Column 4420 C30X100 C30X100 90 3
3RD C18 130 Column 4420 C20X100 C20X100 0 3
3RD C19 137 Column 4420 C40X50 C40X50 90 3
3RD C20 144 Column 4420 C30X100 C30X100 90 3
3RD C21 151 Column 4420 C20X100 C20X100 3
3RD C22 158 Column 4420 C20X100 C20X100 3
3RD C23 165 Column 4420 C30X100 C30X100 90 3
3RD C24 172 Column 4420 C50X50 C50X50 3
2ND C1 5 Column 4420 C20X100 C20X100 90 3
2ND C2 12 Column 4420 C20X100 C20X100 90 3
2ND C3 19 Column 4420 C20X100 C20X100 90 3
2ND C4 26 Column 4420 C20X100 C20X100 90 3
2ND C5 33 Column 4420 C20X100 C20X100 90 3
2ND C6 40 Column 4420 C20X100 C20X100 90 3
2ND C7 47 Column 4420 C40X50 C40X50 0 3
2ND C8 54 Column 4420 C40X50 C40X50 3
2ND C9 61 Column 4420 C45X45 C45X45 3
2ND C10 68 Column 4420 C45X45 C45X45 3
2ND C11 75 Column 4420 C50X50 C50X50 3
2ND C12 82 Column 4420 C20X100 C20X100 90 3
2ND C13 89 Column 4420 C20X100 C20X100 0 3
2ND C14 96 Column 4420 C20X100 C20X100 0 3
2ND C15 117 Column 4420 C20X100 C20X100 0 3
2ND C16 110 Column 4420 C20X100 C20X100 0 3
2ND C17 124 Column 4420 C30X100 C30X100 90 3
2ND C18 131 Column 4420 C20X100 C20X100 0 3
2ND C19 138 Column 4420 C40X50 C40X50 90 3
2ND C20 145 Column 4420 C30X100 C30X100 90 3
2ND C21 152 Column 4420 C20X100 C20X100 3
2ND C22 159 Column 4420 C20X100 C20X100 3
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
2ND C23 166 Column 4420 C30X100 C30X100 90 3
2ND C24 173 Column 4420 C50X50 C50X50 3
1ST C1 6 Column 4420 C20X100 C20X100 90 3
1ST C2 13 Column 4420 C20X100 C20X100 90 3
1ST C3 20 Column 4420 C20X100 C20X100 90 3
1ST C4 27 Column 4420 C20X100 C20X100 90 3
1ST C5 34 Column 4420 C20X100 C20X100 90 3
1ST C6 41 Column 4420 C20X100 C20X100 90 3
1ST C7 48 Column 4420 C40X50 C40X50 0 3
1ST C8 55 Column 4420 C40X50 C40X50 3
1ST C9 62 Column 4420 C45X45 C45X45 3
1ST C10 69 Column 4420 C45X45 C45X45 3
1ST C11 76 Column 4420 C50X50 C50X50 3
1ST C12 83 Column 4420 C20X100 C20X100 90 3
1ST C13 90 Column 4420 C20X100 C20X100 0 3
1ST C14 97 Column 4420 C20X100 C20X100 0 3
1ST C15 118 Column 4420 C20X100 C20X100 0 3
1ST C16 111 Column 4420 C20X100 C20X100 0 3
1ST C17 125 Column 4420 C30X100 C30X100 90 3
1ST C18 132 Column 4420 C20X100 C20X100 0 3
1ST C19 139 Column 4420 C40X50 C40X50 90 3
1ST C20 146 Column 4420 C30X100 C30X100 90 3
1ST C21 153 Column 4420 C20X100 C20X100 3
1ST C22 160 Column 4420 C20X100 C20X100 3
1ST C23 167 Column 4420 C30X100 C30X100 90 3
1ST C24 174 Column 4420 C50X50 C50X50 3
TIES C1 7 Column 1200 C20X100 C20X100 90 3
TIES C2 14 Column 1200 C20X100 C20X100 90 3
TIES C3 21 Column 1200 C20X100 C20X100 90 3
TIES C4 28 Column 1200 C20X100 C20X100 90 3
TIES C5 35 Column 1200 C20X100 C20X100 90 3
TIES C6 42 Column 1200 C20X100 C20X100 90 3
TIES C7 49 Column 1200 C40X50 C40X50 0 3
TIES C8 56 Column 1200 C40X50 C40X50 3
TIES C9 63 Column 1200 C45X45 C45X45 3
TIES C10 70 Column 1200 C45X45 C45X45 3
TIES C11 77 Column 1200 C50X50 C50X50 3
TIES C12 84 Column 1200 C20X100 C20X100 90 3
TIES C13 91 Column 1200 C20X100 C20X100 0 3
TIES C14 98 Column 1200 C20X100 C20X100 0 3
TIES C15 119 Column 1200 C20X100 C20X100 0 3
TIES C16 112 Column 1200 C20X100 C20X100 0 3
TIES C17 126 Column 1200 C30X100 C30X100 90 3
TIES C18 133 Column 1200 C20X100 C20X100 0 3
TIES C19 140 Column 1200 C40X50 C40X50 90 3
TIES C20 147 Column 1200 C30X100 C30X100 90 3
TIES C21 154 Column 1200 C20X100 C20X100 3
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
TIES C22 161 Column 1200 C20X100 C20X100 3
TIES C23 168 Column 1200 C30X100 C30X100 90 3
TIES C24 175 Column 1200 C50X50 C50X50 3
TIES C25 176 Column 1200 NC20X20 NC20X20 3
TIES C26 177 Column 1200 NC20X20 NC20X20 3
TIES C27 178 Column 1200 NC20X20 NC20X20 3
TIES C28 179 Column 1200 NC20X20 NC20X20 3
TIES C29 180 Column 1200 NC20X20 NC20X20 3
TIES C30 181 Column 1200 NC20X40 NC20X40 90 3
TIES C31 162 Column 1200 NC20X40 NC20X40 90 3
TOP B11 29 Beam 5800 B20X60 B20X60 500
TOP B14 1 Beam 6500 B20X60 B20X60 500
TOP B15 43 Beam 2700 B20X60 B20X60 500
TOP B16 8 Beam 400 B20X60 B20X60 500
TOP B17 15 Beam 2700 B20X60 B20X60 500
TOP B18 22 Beam 400 B20X60 B20X60 500
TOP B19 36 Beam 700 B20X60 B20X60 500
ROOF B1 182 Beam 5025 B40X60 B40X60 500
ROOF B2 187 Beam 4825 B40X60 B40X60 500
ROOF B3 192 Beam 4650 B40X60 B40X60 500
ROOF B4 197 Beam 3350 B40X60 B40X60 500
ROOF B5 202 Beam 8150 B40X60 B40X60 500
ROOF B6 207 Beam 5700 B40X60 B40X60 500
ROOF B7 212 Beam 4400 B40X60 B40X60 500
ROOF B8 217 Beam 3750 B40X60 B40X60 500
ROOF B9 222 Beam 3400 B20X60 B20X60 500
ROOF B10 227 Beam 6500 B20X60 B20X60 500
ROOF B11 232 Beam 5800 B20X60 B20X60 500
ROOF B12 242 Beam 4050 B20X60 B20X60 500
ROOF B13 247 Beam 2700 B20X60 B20X60 500
ROOF B14 252 Beam 6500 B20X60 B20X60 500
ROOF B15 257 Beam 2700 B20X60 B20X60 500
4TH B1 183 Beam 5025 B40X60 B40X60 500
4TH B2 188 Beam 4825 B40X60 B40X60 500
4TH B3 193 Beam 4650 B40X60 B40X60 500
4TH B4 198 Beam 3350 B40X60 B40X60 500
4TH B5 203 Beam 8150 B40X60 B40X60 500
4TH B6 208 Beam 5700 B40X60 B40X60 500
4TH B7 213 Beam 4400 B40X60 B40X60 500
4TH B8 218 Beam 3750 B40X60 B40X60 500
4TH B9 223 Beam 3400 B20X60 B20X60 500
4TH B10 228 Beam 6500 B20X60 B20X60 500
4TH B11 233 Beam 5800 B20X60 B20X60 500
4TH B12 243 Beam 4050 B20X60 B20X60 500
4TH B13 248 Beam 2700 B20X60 B20X60 500
4TH B14 253 Beam 6500 B20X60 B20X60 500
4TH B15 258 Beam 2700 B20X60 B20X60 500
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
3RD B1 184 Beam 5025 B40X60 B40X60 500
3RD B2 189 Beam 4825 B40X60 B40X60 500
3RD B3 194 Beam 4650 B40X60 B40X60 500
3RD B4 199 Beam 3350 B40X60 B40X60 500
3RD B5 204 Beam 8150 B40X60 B40X60 500
3RD B6 209 Beam 5700 B40X60 B40X60 500
3RD B7 214 Beam 4400 B40X60 B40X60 500
3RD B8 219 Beam 3750 B40X60 B40X60 500
3RD B9 224 Beam 3400 B20X60 B20X60 500
3RD B10 229 Beam 6500 B20X60 B20X60 500
3RD B11 234 Beam 5800 B20X60 B20X60 500
3RD B12 244 Beam 4050 B20X60 B20X60 500
3RD B13 249 Beam 2700 B20X60 B20X60 500
3RD B14 254 Beam 6500 B20X60 B20X60 500
3RD B15 259 Beam 2700 B20X60 B20X60 500
2ND B1 185 Beam 5025 B40X60 B40X60 500
2ND B2 190 Beam 4825 B40X60 B40X60 500
2ND B3 195 Beam 4650 B40X60 B40X60 500
2ND B4 200 Beam 3350 B40X60 B40X60 500
2ND B5 205 Beam 8150 B40X60 B40X60 500
2ND B6 210 Beam 5700 B40X60 B40X60 500
2ND B7 215 Beam 4400 B40X60 B40X60 500
2ND B8 220 Beam 3750 B40X60 B40X60 500
2ND B9 225 Beam 3400 B20X60 B20X60 500
2ND B10 230 Beam 6500 B20X60 B20X60 500
2ND B11 235 Beam 5800 B20X60 B20X60 500
2ND B12 245 Beam 4050 B20X60 B20X60 500
2ND B13 250 Beam 2700 B20X60 B20X60 500
2ND B14 255 Beam 6500 B20X60 B20X60 500
2ND B15 260 Beam 2700 B20X60 B20X60 500
1ST B1 186 Beam 5025 B40X60 B40X60 500
1ST B2 191 Beam 4825 B40X60 B40X60 500
1ST B3 196 Beam 4650 B40X60 B40X60 500
1ST B4 201 Beam 3350 B40X60 B40X60 500
1ST B5 206 Beam 8150 B40X60 B40X60 500
1ST B6 211 Beam 5700 B40X60 B40X60 500
1ST B7 216 Beam 4400 B40X60 B40X60 500
1ST B8 221 Beam 3750 B40X60 B40X60 500
1ST B9 226 Beam 3400 B20X60 B20X60 500
1ST B10 231 Beam 6500 B20X60 B20X60 500
1ST B11 236 Beam 5800 B20X60 B20X60 500
1ST B12 246 Beam 4050 B20X60 B20X60 500
1ST B13 251 Beam 2700 B20X60 B20X60 500
1ST B14 256 Beam 6500 B20X60 B20X60 500
1ST B15 261 Beam 2700 B20X60 B20X60 500
TIES B1 50 Beam 5025 B40X60 B40X60 500
TIES B2 57 Beam 4825 B40X60 B40X60 500
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Table 3.2 - Frame Assignments - Summary (continued)
Story LabelUnique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
TIES B3 64 Beam 4650 B40X60 B40X60 500
TIES B4 71 Beam 3350 B40X60 B40X60 500
TIES B6 85 Beam 5700 B40X60 B40X60 500
TIES B7 92 Beam 4400 B40X60 B40X60 500
TIES B8 99 Beam 3750 B40X60 B40X60 500
TIES B9 100 Beam 3400 B20X60 B20X60 500
TIES B10 101 Beam 6500 B20X60 B20X60 500
TIES B11 102 Beam 5800 B20X60 B20X60 500
TIES B12 103 Beam 4050 B20X60 B20X60 500
TIES B13 104 Beam 2700 B20X60 B20X60 500
TIES B14 105 Beam 6500 B20X60 B20X60 500
TIES B15 106 Beam 2700 B20X60 B20X60 500
TIES B20 78 Beam 3950 B40X60 B40X60 500
TIES B21 113 Beam 4200 B40X60 B40X60 500
TIES B22 120 Beam 4204.8 B20X60 B20X60 500
TIES B23 141 Beam 3846.8 B20X60 B20X60 500
TIES B24 169 Beam 3324.2 B20X60 B20X60 500
TIES B25 237 Beam 1200 B20X60 B20X60 500
TIES B26 238 Beam 4700 B20X60 B20X60 500
TIES B27 239 Beam 4900 B20X60 B20X60 500
TIES B28 240 Beam 3400 B20X60 B20X60 500
TIES B29 241 Beam 1975 B20X60 B20X60 500
TIES B30 262 Beam 4900 B20X60 B20X60 500
TIES B31 263 Beam 4900 B20X60 B20X60 500
TIES B32 264 Beam 2400 B20X60 B20X60 500
TIES B33 265 Beam 3500 B20X60 B20X60 500
TIES B34 266 Beam 2200 B20X60 B20X60 500
TIES B35 267 Beam 3200 B20X60 B20X60 500
TIES B36 268 Beam 5400 B20X60 B20X60 500
TIES B37 269 Beam 3750 B20X60 B20X60 500
TIES B38 270 Beam 3850 B20X60 B20X60 500
TIES B39 271 Beam 4200 B20X60 B20X60 500
TIES B40 272 Beam 4200 B20X60 B20X60 500
TIES B41 273 Beam 2200 B20X60 B20X60 500
TIES B42 274 Beam 5600 B20X60 B20X60 500
TIES B43 275 Beam 4550 B20X60 B20X60 500
TIES B44 276 Beam 4700 B20X60 B20X60 500
TIES B45 277 Beam 2425 B20X60 B20X60 500
TIES B46 278 Beam 3250 B20X60 B20X60 500
TIES B47 279 Beam 5300 B20X60 B20X60 500
TIES B48 280 Beam 5100 B20X60 B20X60 500
TIES B49 281 Beam 7400 B20X60 B20X60 500
TIES B50 282 Beam 3200 B20X60 B20X60 500
TIES B51 283 Beam 5400 B20X60 B20X60 500
TIES B52 284 Beam 5400 B20X60 B20X60 500
TIES B53 285 Beam 4400 B20X60 B20X60 500
TIES B54 286 Beam 3200 B20X60 B20X60 500
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Table 3.3 - Shell Assignments - Summary (continued)
Story LabelUnique
NameSection Diaphragm Pier
3RD W5 32 Wall20 P2
3RD W6 39 Wall20 P2
3RD W8 53 Wall20 P1
3RD W9 60 Wall20 P1
3RD W10 67 Wall20 P1
3RD W11 74 Wall20 P1
3RD W12 81 Wall20 P1
3RD W15 46 Wall20 P2
2ND W1 5 Wall20 P2
2ND W2 12 Wall20 P2
2ND W3 19 Wall20 P2
2ND W4 26 Wall20 P2
2ND W5 33 Wall20 P2
2ND W6 40 Wall20 P22ND W8 54 Wall20 P1
2ND W9 61 Wall20 P1
2ND W10 68 Wall20 P1
2ND W11 75 Wall20 P1
2ND W12 82 Wall20 P1
2ND W16 47 Wall20 P2
1ST W1 6 Wall20 P2
1ST W2 13 Wall20 P2
1ST W3 20 Wall20 P2
1ST W4 27 Wall20 P2
1ST W5 34 Wall20 P2
1ST W6 41 Wall20 P2
1ST W8 55 Wall20 P1
1ST W9 62 Wall20 P1
1ST W10 69 Wall20 P1
1ST W11 76 Wall20 P1
1ST W12 83 Wall20 P1
1ST W17 48 Wall20 P2
TIES W1 7 Wall20 P2
TIES W2 14 Wall20 P2
TIES W3 21 Wall20 P2
TIES W4 28 Wall20 P2
TIES W5 35 Wall20 P2TIES W6 42 Wall20 P2
TIES W7 49 Wall20 P2
TIES W8 56 Wall20 P1
TIES W9 63 Wall20 P1
TIES W10 70 Wall20 P1
TIES W11 77 Wall20 P1
TIES W12 84 Wall20 P1
TOP F15 189 Slab25 D6
ROOF F1 90 Slab25 D5
ROOF F2 95 Slab25 D5
ROOF F5 110 Slab25 D5
ROOF F6 115 Slab25 D5
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Table 3.3 - Shell Assignments - Summary (continued)
Story LabelUnique
NameSection Diaphragm Pier
ROOF F7 120 Slab25 D5
ROOF F8 125 Slab25 D5
ROOF F9 131 Slab25 D5
ROOF F10 136 Slab25 D5
ROOF F12 146 Slab25 D5
ROOF F13 151 Slab25 D5
ROOF F14 156 Slab25 D5
ROOF F16 100 Slab25 D5
ROOF F17 105 Slab25 D5
ROOF F18 141 Slab25 D5
ROOF F19 161 Slab25 D5
ROOF F3 1 Slab25 D5
ROOF F4 36 Slab25 D5
ROOF F11 71 Slab25 D5ROOF F20 167 Slab25 D5
4TH F1 91 Slab25 D4
4TH F2 96 Slab25 D4
4TH F5 111 Slab25 D4
4TH F6 116 Slab25 D4
4TH F7 121 Slab25 D4
4TH F8 126 Slab25 D4
4TH F9 132 Slab25 D4
4TH F10 137 Slab25 D4
4TH F12 147 Slab25 D4
4TH F13 152 Slab25 D4
4TH F14 157 Slab25 D4
4TH F16 101 Slab25 D4
4TH F17 106 Slab25 D4
4TH F18 142 Slab25 D4
4TH F19 162 Slab25 D4
4TH F3 8 Slab25 D4
4TH F4 43 Slab25 D4
4TH F11 78 Slab25 D4
4TH F20 172 Slab25 D4
3RD F1 92 Slab25 D3
3RD F2 97 Slab25 D3
3RD F5 112 Slab25 D33RD F6 117 Slab25 D3
3RD F7 122 Slab25 D3
3RD F8 127 Slab25 D3
3RD F9 133 Slab25 D3
3RD F10 138 Slab25 D3
3RD F12 148 Slab25 D3
3RD F13 153 Slab25 D3
3RD F14 158 Slab25 D3
3RD F16 102 Slab25 D3
3RD F17 107 Slab25 D3
3RD F18 143 Slab25 D3
3RD F19 163 Slab25 D3
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Table 3.3 - Shell Assignments - Summary (continued)
Story LabelUnique
NameSection Diaphragm Pier
3RD F3 15 Slab25 D3
3RD F4 50 Slab25 D3
3RD F11 85 Slab25 D3
3RD F20 173 Slab25 D3
2ND F1 93 Slab25 D2
2ND F2 98 Slab25 D2
2ND F5 113 Slab25 D2
2ND F6 118 Slab25 D2
2ND F7 123 Slab25 D2
2ND F8 128 Slab25 D2
2ND F9 134 Slab25 D2
2ND F10 139 Slab25 D2
2ND F12 149 Slab25 D2
2ND F13 154 Slab25 D22ND F14 159 Slab25 D2
2ND F16 103 Slab25 D2
2ND F17 108 Slab25 D2
2ND F18 144 Slab25 D2
2ND F19 164 Slab25 D2
2ND F3 22 Slab25 D2
2ND F4 57 Slab25 D2
2ND F11 86 Slab25 D2
2ND F20 174 Slab25 D2
1ST F1 94 Slab25 D1
1ST F2 99 Slab25 D1
1ST F5 114 Slab25 D1
1ST F6 119 Slab25 D1
1ST F7 124 Slab25 D1
1ST F8 129 Slab25 D1
1ST F9 135 Slab25 D1
1ST F10 140 Slab25 D1
1ST F12 150 Slab25 D1
1ST F13 155 Slab25 D1
1ST F14 160 Slab25 D1
1ST F16 104 Slab25 D1
1ST F17 109 Slab25 D1
1ST F18 145 Slab25 D11ST F19 165 Slab25 D1
1ST F3 29 Slab25 D1
1ST F4 64 Slab25 D1
1ST F11 87 Slab25 D1
1ST F20 175 Slab25 D1
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4 Loads
This chapter provides loading information as applied to the model.
4.1 Load Patterns
Table 4.1 - Load Patterns
Name Type
Self
Weight
Multiplier
Auto Load
Dead Dead 1
Live Live 0
EQX Seismic 0 UBC 97
EQY Seismic 0 UBC 97
WIND-X Wind 0 BS 6399-95
WIND-Y Wind 0 BS 6399-95
4.2 Auto Wind Loading
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Lateral Load to Stories - 0°
Force, kN
0 20 40 60 80 100 120 140 160
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base
127.6093kN
127.6093kN
127.6093kN
127.6093kN
118.3706kN
15.2377kN
Lateral Load to Stories - 90°
Force, kN
0 20 40 60 80 100 120 140 160
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base
157.7482kN
157.7482kN
157.7482kN
157.7482kN
146.3275kN
38.9409kN
Story Elevation X-Dir Y-Dir
m kN kNTOP 27.08 15.2377 0
ROOF 23.3 118.3706 0
4TH 18.88 127.6093 0
3RD 14.46 127.6093 0
2ND 10.04 127.6093 0
1ST 5.62 127.6093 0
TIES 1.2 0 0
Base 0 0 0
Story Elevation X-Dir Y-Dir
m kN kNTOP 27.08 0 38.9409
ROOF 23.3 0 146.3275
4TH 18.88 0 157.7482
3RD 14.46 0 157.7482
2ND 10.04 0 157.7482
1ST 5.62 0 157.7482
TIES 1.2 0 0
Base 0 0 0
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BS 6399-95 Auto Wind Load Calculation
This calculation presents the automatically generated lateral wind loads for load pattern WIND-Y according
to BS 6399-95, as calculated by ETABS.
Exposure Parameters
Exposure From = Diaphragms
Wind Direction = 0;90 degrees
Effective Speed, V e V e = 45 meter
sec
Windward Coefficient, C p,wind C p,wind =0.8
Leeward Coefficient, Cp,lee C p,lee =0.3
Top Story = TOP
Bottom Story = TIES
Include Parapet = Yes, Parapet Height = 2
Factors and Coefficients
Size Effect Factor, Ca [BS 2.1.3.4] C a = 1
Dynamic Augmentation Factor, Cr [BS
1.6.1] C r = 0.25
Lateral Loading
Dynamic Pressure, q s [BS Table 2] qs = 0.613 V 2
e qs = 1241.325
Wind Pressure, p [BS Eq. 2.3.1.6(7)] p = 0.85 qs C a ( C p,wind + C p,lee ) (1 + C r )
Applied Story Forces
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Lateral Load to Stories - 0°
Force, kN
0 20 40 60 80 100 120 140 160
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base
127.6093kN
127.6093kN
127.6093kN
127.6093kN
118.3706kN
15.2377kN
Lateral Load to Stories - 90°
Force, kN
0 20 40 60 80 100 120 140 160
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base
157.7482kN
157.7482kN
157.7482kN
157.7482kN
146.3275kN
38.9409kN
Story Elevation X-Dir Y-Dir
m kN kN
TOP 27.08 15.2377 0
ROOF 23.3 118.3706 0
4TH 18.88 127.6093 0
3RD 14.46 127.6093 0
2ND 10.04 127.6093 0
1ST 5.62 127.6093 0
TIES 1.2 0 0
Base 0 0 0
Story Elevation X-Dir Y-Dir
m kN kN
TOP 27.08 0 38.9409
ROOF 23.3 0 146.3275
4TH 18.88 0 157.7482
3RD 14.46 0 157.7482
2ND 10.04 0 157.7482
1ST 5.62 0 157.7482
TIES 1.2 0 0
Base 0 0 0
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4.3 Auto Seismic Loading
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UBC 97 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EQX according
to UBC 97, as calculated by ETABS.
Direction and Eccentricity
Direction = Multiple
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Program Calculated
Coefficient, C t [UBC 1630.2.2] C t = 0.02ft
Structure Height Above Base, h n hn = 88.85 ft
Approximate Fundamental Period, Ta
[UBC 1630.2.2 Eq. 30-8] T a = C t (h)
3
4 T a = 0.579 sec
Program Calculated Period, T [UBC
1630.2.2.2] T ≤ 1.4 T a
Factors and Coefficients
Response Modification Factor, R [UBC
Table 16-N] R = 5.5
Importance Factor, I [UBC Table 16-K] I = 1
Seismic Zone Factor, Z [UBC Table 16-I] Z = 0.15
Soil Profile [UBC Table 16-J] = SC
Site Coefficient, C a [UBC Table 16-Q] C a = 0.18
Site Coefficient, C v [UBC Table 16-R] C v = 0.25 Equivalent Lateral Forces
Base Shear Coefficient [UBC 1630.2.1, Eq.
30-4] =
C v I
RT
maximum [UBC 1630.2.1, Eq. 30-5] = 2.5 C a I
R = 0.081818
minimum [UBC 1630.2.1, Eq. 30-6] = 0.11 C a I = 0.0198
min ≤ V coeff ≤ max
Calculated Base Shear
Direction
Period Used
(sec) V coeff
W
(kN)
V
(kN)
F t
(kN)
X + Ecc. Y 0.81 0 39763.8216 2230.6536 126.5213
X - Ecc. Y 0.81 0 39763.8216 2230.6536 126.5213
Applied Story Forces
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Lateral Load to Stories - X
Force, kN
0 80 160 240 320 400 480 560 640
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base
17.8855kN
179.0196kN
313.9667kN
452.1998kN
590.4591kN
522.8459kN
154.2769kN
Story Elevation X-Dir Y-Dir
m kN kNTOP 27.08 154.2769 0
ROOF 23.3 522.8459 0
4TH 18.88 590.4591 0
3RD 14.46 452.1998 0
2ND 10.04 313.9667 0
1ST 5.62 179.0196 0
TIES 1.2 17.8855 0
Base 0 0 0
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UBC 97 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EQY according
to UBC 97, as calculated by ETABS.
Direction and Eccentricity
Direction = Multiple
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Program Calculated
Coefficient, C t [UBC 1630.2.2] C t = 0.02ft
Structure Height Above Base, hn hn = 88.85 ft
Approximate Fundamental Period, Ta
[UBC 1630.2.2 Eq. 30-8] T a = C t (h)
3
4 T a = 0.579 sec
Program Calculated Period, T [UBC1630.2.2.2]
T ≤ 1.4 T a
Factors and Coefficients
Response Modification Factor, R [UBC
Table 16-N] R = 5.5
Importance Factor, I [UBC Table 16-K] I = 1
Seismic Zone Factor, Z [UBC Table 16-I] Z = 0.15
Soil Profile [UBC Table 16-J] = SC
Site Coefficient, C a [UBC Table 16-Q] C a = 0.18
Site Coefficient, C v [UBC Table 16-R] C v = 0.25
Equivalent Lateral Forces
Base Shear Coefficient [UBC 1630.2.1,
Eq. 30-4] =
C v I
RT
maximum [UBC 1630.2.1, Eq. 30-5] = 2.5 C a I
R = 0.081818
minimum [UBC 1630.2.1, Eq. 30-6] = 0.11 C a I = 0.0198
min ≤ V coeff ≤ max
Calculated Base Shear
Direction Period Used(sec)
V coeff W
(kN)V
(kN)F t
(kN)
Y + Ecc. X 0.81 0 39763.8216 2230.6536 126.5213
Y - Ecc. X 0.81 0 39763.8216 2230.6536 126.5213
Applied Story Forces
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Lateral Load to Stories - Y
Force, kN
0 80 160 240 320 400 480 560 640
TOP
ROOF
4TH
3RD
2ND
1ST
TIES
Base17.8855kN
179.0196kN
313.9667kN
452.1998kN
590.4591kN
522.8459kN
154.2769kN
Story Elevation X-Dir Y-Dir
m kN kN
TOP 27.08 0 154.2769
ROOF 23.3 0 522.8459
4TH 18.88 0 590.4591
3RD 14.46 0 452.1998
2ND 10.04 0 313.9667
1ST 5.62 0 179.0196
TIES 1.2 0 17.8855
Base 0 0 0
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4.4 Applied Loads
4.4.1 Line Loads
Table 4.6 - Frame Loads - Distributed (Part 1 of 2)
Story Label UniqueName
DesignType
LoadPattern
LoadType Direction
Relative
Distance
Start
Relative
Distance
End
Absolute
DistanceStart
mm
Absolute
DistanceEnd
mm
ROOF B11 232 Beam Dead Force Gravity 0 1 0 5800
4TH B11 233 Beam Dead Force Gravity 0 1 0 5800
3RD B11 234 Beam Dead Force Gravity 0 1 0 5800
2ND B11 235 Beam Dead Force Gravity 0 1 0 5800
1ST B11 236 Beam Dead Force Gravity 0 1 0 5800
TIES B1 50 Beam Dead Force Gravity 0 1 0 5025
TIES B2 57 Beam Dead Force Gravity 0 1 0 4825
TIES B7 92 Beam Dead Force Gravity 0 1 0 4400
TIES B8 99 Beam Dead Force Gravity 0 1 0 3750
TIES B9 100 Beam Dead Force Gravity 0 1 0 3400
TIES B11 102 Beam Dead Force Gravity 0 1 0 5800
TIES B12 103 Beam Dead Force Gravity 0 1 0 4050
TIES B14 105 Beam Dead Force Gravity 0 1 0 6500
TIES B15 106 Beam Dead Force Gravity 0 1 0 2700
TIES B22 120 Beam Dead Force Gravity 0 1 0 4204.8
TIES B23 141 Beam Dead Force Gravity 0 1 0 3846.8
TIES B26 238 Beam Dead Force Gravity 0 1 0 4700
TIES B27 239 Beam Dead Force Gravity 0 1 0 4900
TIES B28 240 Beam Dead Force Gravity 0 1 0 3400
TIES B29 241 Beam Dead Force Gravity 0 1 0 1975
TIES B30 262 Beam Dead Force Gravity 0 1 0 4900TIES B31 263 Beam Dead Force Gravity 0 1 0 4900
TIES B32 264 Beam Dead Force Gravity 0 1 0 2400
TIES B33 265 Beam Dead Force Gravity 0 1 0 3500
TIES B35 267 Beam Dead Force Gravity 0 1 0 3200
TIES B36 268 Beam Dead Force Gravity 0 1 0 5400
TIES B37 269 Beam Dead Force Gravity 0 1 0 3750
TIES B38 270 Beam Dead Force Gravity 0 1 0 3850
TIES B40 272 Beam Dead Force Gravity 0 1 0 4200
TIES B43 275 Beam Dead Force Gravity 0 1 0 4550
TIES B44 276 Beam Dead Force Gravity 0 1 0 4700
TIES B46 278 Beam Dead Force Gravity 0 1 0 3250
TIES B47 279 Beam Dead Force Gravity 0 1 0 5300
TIES B48 280 Beam Dead Force Gravity 0 1 0 5100
TIES B49 281 Beam Dead Force Gravity 0 1 0 7400
TIES B50 282 Beam Dead Force Gravity 0 1 0 3200
TIES B51 283 Beam Dead Force Gravity 0 1 0 5400
TIES B52 284 Beam Dead Force Gravity 0 1 0 5400
TIES B53 285 Beam Dead Force Gravity 0 1 0 4400
TIES B54 286 Beam Dead Force Gravity 0 1 0 3200
TIES B57 289 Beam Dead Force Gravity 0 1 0 3970.2
TIES B60 292 Beam Dead Force Gravity 0 1 0 3450
TIES B62 294 Beam Dead Force Gravity 0 1 0 6000
TIES B65 297 Beam Dead Force Gravity 0 1 0 2400.1TIES B66 298 Beam Dead Force Gravity 0 1 0 4900
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Table 4.6 - Frame Loads - Distributed (Part 1 of 2, continued)
Story LabelUnique
Name
Design
Type
Load
PatternLoadType Direction
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
TIES B68 300 Beam Dead Force Gravity 0 1 0 3450
Table 4.6 - Frame Loads - Distributed (Part 2 of 2)
Story LabelUnique
Name
Force
at Start
kN/m
Force
at End
kN/m
ROOF B11 232 14 14
4TH B11 233 14 14
3RD B11 234 14 14
2ND B11 235 14 14
1ST B11 236 14 14
TIES B1 50 14 14
TIES B2 57 14 14
TIES B7 92 14 14
TIES B8 99 14 14
TIES B9 100 14 14
TIES B11 102 14 14
TIES B12 103 14 14
TIES B14 105 14 14
TIES B15 106 14 14
TIES B22 120 14 14
TIES B23 141 14 14
TIES B26 238 14 14TIES B27 239 14 14
TIES B28 240 14 14
TIES B29 241 14 14
TIES B30 262 14 14
TIES B31 263 14 14
TIES B32 264 14 14
TIES B33 265 14 14
TIES B35 267 14 14
TIES B36 268 14 14
TIES B37 269 14 14
TIES B38 270 14 14
TIES B40 272 14 14
TIES B43 275 14 14
TIES B44 276 14 14
TIES B46 278 14 14
TIES B47 279 14 14
TIES B48 280 14 14
TIES B49 281 14 14
TIES B50 282 14 14
TIES B51 283 14 14
TIES B52 284 14 14
TIES B53 285 14 14
TIES B54 286 14 14TIES B57 289 14 14
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Table 4.6 - Frame Loads - Distributed (Part 2 of 2, continued)
Story LabelUnique
Name
Force
at Start
kN/m
Force
at End
kN/m
TIES B60 292 14 14
TIES B62 294 14 14
TIES B65 297 14 14
TIES B66 298 14 14
TIES B68 300 14 14
4.4.2 Area Loads
Table 4.7 - Shell Loads - Uniform
Story LabelUnique
Name
Load
PatternDirection
Load
kN/m²
TOP F15 189 Dead Gravity 3
ROOF F1 90 Dead Gravity 4ROOF F2 95 Dead Gravity 4
ROOF F5 110 Dead Gravity 4
ROOF F6 115 Dead Gravity 4
ROOF F7 120 Dead Gravity 4
ROOF F8 125 Dead Gravity 4
ROOF F9 131 Dead Gravity 4
ROOF F10 136 Dead Gravity 4
ROOF F12 146 Dead Gravity 8
ROOF F13 151 Dead Gravity 4
ROOF F14 156 Dead Gravity 4
ROOF F16 100 Dead Gravity 4
ROOF F17 105 Dead Gravity 4
ROOF F18 141 Dead Gravity 4
ROOF F19 161 Dead Gravity 4
ROOF F3 1 Dead Gravity 4
ROOF F4 36 Dead Gravity 4
ROOF F11 71 Dead Gravity 8
ROOF F20 167 Dead Gravity 4
4TH F1 91 Dead Gravity 8
4TH F2 96 Dead Gravity 8
4TH F5 111 Dead Gravity 8
4TH F6 116 Dead Gravity 8
4TH F7 121 Dead Gravity 8
4TH F8 126 Dead Gravity 8
4TH F9 132 Dead Gravity 8
4TH F10 137 Dead Gravity 8
4TH F12 147 Dead Gravity 8
4TH F13 152 Dead Gravity 8
4TH F14 157 Dead Gravity 8
4TH F16 101 Dead Gravity 8
4TH F17 106 Dead Gravity 8
4TH F18 142 Dead Gravity 8
4TH F19 162 Dead Gravity 8
4TH F3 8 Dead Gravity 8
4TH F4 43 Dead Gravity 8
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Table 4.7 - Shell Loads - Uniform (continued)
Story LabelUnique
Name
Load
PatternDirection
Load
kN/m²
4TH F11 78 Dead Gravity 8
4TH F20 172 Dead Gravity 8
3RD F1 92 Dead Gravity 8
3RD F2 97 Dead Gravity 8
3RD F5 112 Dead Gravity 8
3RD F6 117 Dead Gravity 8
3RD F7 122 Dead Gravity 8
3RD F8 127 Dead Gravity 8
3RD F9 133 Dead Gravity 8
3RD F10 138 Dead Gravity 8
3RD F12 148 Dead Gravity 8
3RD F13 153 Dead Gravity 8
3RD F14 158 Dead Gravity 8
3RD F16 102 Dead Gravity 83RD F17 107 Dead Gravity 8
3RD F18 143 Dead Gravity 8
3RD F19 163 Dead Gravity 8
3RD F3 15 Dead Gravity 8
3RD F4 50 Dead Gravity 8
3RD F11 85 Dead Gravity 8
3RD F20 173 Dead Gravity 8
2ND F1 93 Dead Gravity 8
2ND F2 98 Dead Gravity 8
2ND F5 113 Dead Gravity 8
2ND F6 118 Dead Gravity 8
2ND F7 123 Dead Gravity 8
2ND F8 128 Dead Gravity 8
2ND F9 134 Dead Gravity 8
2ND F10 139 Dead Gravity 8
2ND F12 149 Dead Gravity 8
2ND F13 154 Dead Gravity 8
2ND F14 159 Dead Gravity 8
2ND F16 103 Dead Gravity 8
2ND F17 108 Dead Gravity 8
2ND F18 144 Dead Gravity 8
2ND F19 164 Dead Gravity 8
2ND F3 22 Dead Gravity 82ND F4 57 Dead Gravity 8
2ND F11 86 Dead Gravity 8
2ND F20 174 Dead Gravity 8
1ST F1 94 Dead Gravity 8
1ST F2 99 Dead Gravity 8
1ST F5 114 Dead Gravity 8
1ST F6 119 Dead Gravity 8
1ST F7 124 Dead Gravity 8
1ST F8 129 Dead Gravity 8
1ST F9 135 Dead Gravity 8
1ST F10 140 Dead Gravity 8
1ST F12 150 Dead Gravity 8
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Table 4.7 - Shell Loads - Uniform (continued)
Story LabelUnique
Name
Load
PatternDirection
Load
kN/m²
1ST F13 155 Dead Gravity 8
1ST F14 160 Dead Gravity 8
1ST F16 104 Dead Gravity 8
1ST F17 109 Dead Gravity 8
1ST F18 145 Dead Gravity 8
1ST F19 165 Dead Gravity 8
1ST F3 29 Dead Gravity 8
1ST F4 64 Dead Gravity 8
1ST F11 87 Dead Gravity 8
1ST F20 175 Dead Gravity 8
TOP F15 189 Live Gravity 2
ROOF F1 90 Live Gravity 2
ROOF F2 95 Live Gravity 2
ROOF F5 110 Live Gravity 2ROOF F6 115 Live Gravity 2
ROOF F7 120 Live Gravity 2
ROOF F8 125 Live Gravity 2
ROOF F9 131 Live Gravity 2
ROOF F10 136 Live Gravity 2
ROOF F12 146 Live Gravity 2
ROOF F13 151 Live Gravity 2
ROOF F14 156 Live Gravity 2
ROOF F16 100 Live Gravity 2
ROOF F17 105 Live Gravity 2
ROOF F18 141 Live Gravity 2
ROOF F19 161 Live Gravity 2
ROOF F3 1 Live Gravity 2
ROOF F4 36 Live Gravity 2
ROOF F11 71 Live Gravity 2
ROOF F20 167 Live Gravity 2
4TH F1 91 Live Gravity 2
4TH F2 96 Live Gravity 2
4TH F5 111 Live Gravity 2
4TH F6 116 Live Gravity 2
4TH F7 121 Live Gravity 2
4TH F8 126 Live Gravity 2
4TH F9 132 Live Gravity 24TH F10 137 Live Gravity 2
4TH F12 147 Live Gravity 2
4TH F13 152 Live Gravity 2
4TH F14 157 Live Gravity 2
4TH F16 101 Live Gravity 2
4TH F17 106 Live Gravity 2
4TH F18 142 Live Gravity 2
4TH F19 162 Live Gravity 2
4TH F3 8 Live Gravity 2
4TH F4 43 Live Gravity 2
4TH F11 78 Live Gravity 2
4TH F20 172 Live Gravity 2
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Table 4.7 - Shell Loads - Uniform (continued)
Story LabelUnique
Name
Load
PatternDirection
Load
kN/m²
3RD F1 92 Live Gravity 2
3RD F2 97 Live Gravity 2
3RD F5 112 Live Gravity 2
3RD F6 117 Live Gravity 2
3RD F7 122 Live Gravity 2
3RD F8 127 Live Gravity 2
3RD F9 133 Live Gravity 2
3RD F10 138 Live Gravity 2
3RD F12 148 Live Gravity 2
3RD F13 153 Live Gravity 2
3RD F14 158 Live Gravity 2
3RD F16 102 Live Gravity 2
3RD F17 107 Live Gravity 2
3RD F18 143 Live Gravity 23RD F19 163 Live Gravity 2
3RD F3 15 Live Gravity 2
3RD F4 50 Live Gravity 2
3RD F11 85 Live Gravity 2
3RD F20 173 Live Gravity 2
2ND F1 93 Live Gravity 2
2ND F2 98 Live Gravity 2
2ND F5 113 Live Gravity 2
2ND F6 118 Live Gravity 2
2ND F7 123 Live Gravity 2
2ND F8 128 Live Gravity 2
2ND F9 134 Live Gravity 2
2ND F10 139 Live Gravity 2
2ND F12 149 Live Gravity 2
2ND F13 154 Live Gravity 2
2ND F14 159 Live Gravity 2
2ND F16 103 Live Gravity 2
2ND F17 108 Live Gravity 2
2ND F18 144 Live Gravity 2
2ND F19 164 Live Gravity 2
2ND F3 22 Live Gravity 2
2ND F4 57 Live Gravity 2
2ND F11 86 Live Gravity 22ND F20 174 Live Gravity 2
1ST F1 94 Live Gravity 2
1ST F2 99 Live Gravity 2
1ST F5 114 Live Gravity 2
1ST F6 119 Live Gravity 2
1ST F7 124 Live Gravity 2
1ST F8 129 Live Gravity 2
1ST F9 135 Live Gravity 2
1ST F10 140 Live Gravity 2
1ST F12 150 Live Gravity 2
1ST F13 155 Live Gravity 2
1ST F14 160 Live Gravity 2
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Table 4.7 - Shell Loads - Uniform (continued)
Story LabelUnique
Name
Load
PatternDirection
Load
kN/m²
1ST F16 104 Live Gravity 2
1ST F17 109 Live Gravity 2
1ST F18 145 Live Gravity 2
1ST F19 165 Live Gravity 2
1ST F3 29 Live Gravity 2
1ST F4 64 Live Gravity 2
1ST F11 87 Live Gravity 2
1ST F20 175 Live Gravity 2
4.5 Load Cases
Table 4.8 - Load Cases - Summary
Name Type
Dead Linear Static
Live Linear Static
EQX Linear Static
EQY Linear Static
WIND-X Linear Static
WIND-Y Linear Static
4.6 Load Combinations
Table 4.9 - Load Combinations
NameLoad
Case/Combo
Scale
Factor Type Auto
UDCon1 Dead 1.4 Linear Add No
UDCon2 Dead 1.4 Linear Add No
UDCon2 Live 1.6 No
UDCon3 Dead 1.2 Linear Add No
UDCon3 Live 1.2 No
UDCon3 WIND-X 1.2 No
UDCon4 Dead 1.2 Linear Add No
UDCon4 Live 1.2 No
UDCon4 WIND-X -1.2 No
UDCon5 Dead 1.2 Linear Add No
UDCon5 Live 1.2 No
UDCon5 WIND-Y 1.2 No
UDCon6 Dead 1.2 Linear Add No
UDCon6 Live 1.2 No
UDCon6 WIND-Y -1.2 No
UDCon7 Dead 1.4 Linear Add No
UDCon7 WIND-X 1.4 No
UDCon8 Dead 1.4 Linear Add No
UDCon8 WIND-X -1.4 No
UDCon9 Dead 1.4 Linear Add No
UDCon9 WIND-Y 1.4 No
UDCon10 Dead 1.4 Linear Add No
UDCon10 WIND-Y -1.4 No
UDCon11 Dead 1 Linear Add No
UDCon11 WIND-X 1.4 No
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Table 4.9 - Load Combinations (continued)
NameLoad
Case/Combo
Scale
Factor Type Auto
UDCon12 Dead 1 Linear Add No
UDCon12 WIND-X -1.4 No
UDCon13 Dead 1 Linear Add No
UDCon13 WIND-Y 1.4 No
UDCon14 Dead 1 Linear Add No
UDCon14 WIND-Y -1.4 No
UDCon15 Dead 1.2 Linear Add No
UDCon15 Live 1.2 No
UDCon15 EQX 1.2 No
UDCon16 Dead 1.2 Linear Add No
UDCon16 Live 1.2 No
UDCon16 EQX -1.2 No
UDCon17 Dead 1.2 Linear Add No
UDCon17 Live 1.2 NoUDCon17 EQY 1.2 No
UDCon18 Dead 1.2 Linear Add No
UDCon18 Live 1.2 No
UDCon18 EQY -1.2 No
UDCon19 Dead 1.4 Linear Add No
UDCon19 EQX 1.4 No
UDCon20 Dead 1.4 Linear Add No
UDCon20 EQX -1.4 No
UDCon21 Dead 1.4 Linear Add No
UDCon21 EQY 1.4 No
UDCon22 Dead 1.4 Linear Add No
UDCon22 EQY -1.4 No
UDCon23 Dead 1 Linear Add No
UDCon23 EQX 1.4 No
UDCon24 Dead 1 Linear Add No
UDCon24 EQX -1.4 No
UDCon25 Dead 1 Linear Add No
UDCon25 EQY 1.4 No
UDCon26 Dead 1 Linear Add No
UDCon26 EQY -1.4 No
UDWal1 Dead 1.4 Linear Add No
UDWal2 Dead 1.4 Linear Add No
UDWal2 Live 1.6 NoUDWal3 Dead 1.2 Linear Add No
UDWal3 Live 1.2 No
UDWal3 WIND-X 1.2 No
UDWal4 Dead 1.2 Linear Add No
UDWal4 Live 1.2 No
UDWal4 WIND-X -1.2 No
UDWal5 Dead 1.2 Linear Add No
UDWal5 Live 1.2 No
UDWal5 WIND-Y 1.2 No
UDWal6 Dead 1.2 Linear Add No
UDWal6 Live 1.2 No
UDWal6 WIND-Y -1.2 No
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Table 4.9 - Load Combinations (continued)
NameLoad
Case/Combo
Scale
Factor Type Auto
UDWal7 Dead 1.4 Linear Add No
UDWal7 WIND-X 1.4 No
UDWal8 Dead 1.4 Linear Add No
UDWal8 WIND-X -1.4 No
UDWal9 Dead 1.4 Linear Add No
UDWal9 WIND-Y 1.4 No
UDWal10 Dead 1.4 Linear Add No
UDWal10 WIND-Y -1.4 No
UDWal11 Dead 1 Linear Add No
UDWal11 WIND-X 1.4 No
UDWal12 Dead 1 Linear Add No
UDWal12 WIND-X -1.4 No
UDWal13 Dead 1 Linear Add No
UDWal13 WIND-Y 1.4 NoUDWal14 Dead 1 Linear Add No
UDWal14 WIND-Y -1.4 No
UDWal15 Dead 1.2 Linear Add No
UDWal15 Live 1.2 No
UDWal15 EQX 1.2 No
UDWal16 Dead 1.2 Linear Add No
UDWal16 Live 1.2 No
UDWal16 EQX -1.2 No
UDWal17 Dead 1.2 Linear Add No
UDWal17 Live 1.2 No
UDWal17 EQY 1.2 No
UDWal18 Dead 1.2 Linear Add No
UDWal18 Live 1.2 No
UDWal18 EQY -1.2 No
UDWal19 Dead 1.4 Linear Add No
UDWal19 EQX 1.4 No
UDWal20 Dead 1.4 Linear Add No
UDWal20 EQX -1.4 No
UDWal21 Dead 1.4 Linear Add No
UDWal21 EQY 1.4 No
UDWal22 Dead 1.4 Linear Add No
UDWal22 EQY -1.4 No
UDWal23 Dead 1 Linear Add NoUDWal23 EQX 1.4 No
UDWal24 Dead 1 Linear Add No
UDWal24 EQX -1.4 No
UDWal25 Dead 1 Linear Add No
UDWal25 EQY 1.4 No
UDWal26 Dead 1 Linear Add No
UDWal26 EQY -1.4 No
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Analysis Results 19-Jun-2016
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5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
Dead -1.131E-06 0.0018 38738.9278 392340.0245 -462322 0.071 0 0 0
Live 0 0.0003 4559.8436 44536.7469 -54502.9187 0.0103 0 0 0
EQX 1 -2230.6533 0.0068 0.0002 -0.1322 -38226.5815 25853.4836 0 0 0
EQX 2 -2230.6533 0.0009 0.0003 -0.018 -38226.5825 21715.7153 0 0 0
EQY 1 1.718E-06 -2230.6956 -0.0004 38227.332 0.005 -28946.7997 0 0 0
EQY 2 1.374E-05 -2230.6882 -0.0004 38227.1886 0.0063 -23776.8155 0 0 0
WIND-X 1 -644.0456 0.0005 0.0001 -0.0098 -9423.5304 6539.2607 0 0 0
WIND-X 2 2.701E-06 -816.2732 -0.0001 12193.8216 0.0018 -9622.3127 0 0 0
WIND-Y 1 -644.0456 0.0005 0.0001 -0.0098 -9423.5304 6539.2607 0 0 0
WIND-Y 2 2.701E-06 -816.2732 -0.0001 12193.8216 0.0018 -9622.3127 0 0 0
UDCon1 -1.583E-06 0.0026 54234.4989 549276.0342 -647251 0.0994 0 0 0
UDCon2 -1.539E-06 0.0031 61530.2486 620534.8293 -734456 0.1158 0 0 0
UDCon3 Max 1.917E-06 0.0032 51958.5257 538884.7115 -620190 7847.2103 0 0 0
UDCon3 Min -772.8547 -979.5252 51958.5255 524252.1138 -631498 -11546.6777 0 0 0
UDCon4 Max 772.8547 979.5304 51958.5258 524252.1374 -608882 11546.8728 0 0 0
UDCon4 Min -4.565E-06 0.002 51958.5256 509619.5397 -620190 -7847.0153 0 0 0
UDCon5 Max 1.917E-06 0.0032 51958.5257 538884.7115 -620190 7847.2103 0 0 0
UDCon5 Min -772.8547 -979.5252 51958.5255 524252.1138 -631498 -11546.6777 0 0 0
UDCon6 Max 772.8547 979.5304 51958.5258 524252.1374 -608882 11546.8728 0 0 0
UDCon6 Min -4.565E-06 0.002 51958.5256 509619.5397 -620190 -7847.0153 0 0 0
UDCon7 Max 2.198E-06 0.0033 54234.499 566347.3845 -647251 9155.0643 0 0 0UDCon7 Min -901.6639 -1142.7799 54234.4987 549276.0205 -660444 -13471.1384 0 0 0
UDCon8 Max 901.6639 1142.785 54234.4991 549276.048 -634058 13471.3372 0 0 0
UDCon8 Min -5.364E-06 0.0018 54234.4988 532204.684 -647251 -9154.8655 0 0 0
UDCon9 Max 2.198E-06 0.0033 54234.499 566347.3845 -647251 9155.0643 0 0 0
UDCon9 Min -901.6639 -1142.7799 54234.4987 549276.0205 -660444 -13471.1384 0 0 0
UDCon10 Max 901.6639 1142.785 54234.4991 549276.048 -634058 13471.3372 0 0 0
UDCon10 Min -5.364E-06 0.0018 54234.4988 532204.684 -647251 -9154.8655 0 0 0
UDCon11 Max 2.65E-06 0.0025 38738.9279 409411.3747 -462322 9155.0359 0 0 0
UDCon11 Min -901.6639 -1142.7806 38738.9276 392340.0107 -475515 -13471.1668 0 0 0
UDCon12 Max 901.6639 1142.7843 38738.928 392340.0382 -449129 13471.3088 0 0 0
UDCon12 Min -4.912E-06 0.0011 38738.9277 375268.6743 -462322 -9154.8939 0 0 0
UDCon13 Max 2.65E-06 0.0025 38738.9279 409411.3747 -462322 9155.0359 0 0 0
UDCon13 Min -901.6639 -1142.7806 38738.9276 392340.0107 -475515 -13471.1668 0 0 0
UDCon14 Max 901.6639 1142.7843 38738.928 392340.0382 -449129 13471.3088 0 0 0
UDCon14 Min -4.912E-06 0.0011 38738.9277 375268.6743 -462322 -9154.8939 0 0 0
UDCon15 Max -2676.7839 0.0107 51958.526 524252.104 -666062 31024.2779 0 0 0
UDCon15 Min -2676.7839 0.0036 51958.5259 524251.967 -666062 26058.9559 0 0 0
UDCon16 Max 2676.7839 0.0015 51958.5254 524252.2843 -574318 -26058.7609 0 0 0
UDCon16 Min 2676.7839 -0.0056 51958.5253 524252.1472 -574318 -31024.0828 0 0 0
UDCon17 Max 1 .517E-05 -2676.8232 51958.5252 570124.924 -620190 -28532.0811 0 0 0
UDCon17 Min 7.371E-07 -2676.8321 51958.5251 570124.7519 -620190 -34736.0622 0 0 0
UDCon18 Max -3.385E-06 2676.8373 51958.5262 478379.4993 -620190 34736.2572 0 0 0
UDCon18 Min -1.782E-05 2676.8284 51958.5261 478379.3272 -620190 28532.2762 0 0 0UDCon19 Max -3122.9146 0.0121 54234.4993 549276.009 -700768 36194.9765 0 0 0
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Table 5.1 - Base Reactions (continued)
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
UDCon19 Min -3122.9146 0.0038 54234.4992 549275.8491 -700768 30402.1009 0 0 0
UDCon20 Max 3122.9146 0.0013 54234.4986 549276.2193 -593734 -30401.9021 0 0 0
UDCon20 Min 3122.9146 -0.007 54234.4985 549276.0595 -593734 -36194.7776 0 0 0
UDCon21 Max 1.766E-05 -3122.9609 54234.4984 602794.2991 -647251 -33287.4423 0 0 0
UDCon21 Min 8.214E-07 -3122.9713 54234.4983 602794.0982 -647251 -40525.4202 0 0 0
UDCon22 Max -3.988E-06 3122.9764 54234.4995 495757.9702 -647251 40525.619 0 0 0
UDCon22 Min -2.082E-05 3122.966 54234.4994 495757.7694 -647251 33287.6412 0 0 0
UDCon23 Max -3122.9146 0.0113 38738.9282 392339.9992 -515839 36194.9481 0 0 0
UDCon23 Min -3122.9146 0.0031 38738.9281 392339.8394 -515839 30402.0725 0 0 0
UDCon24 Max 3122.9146 0.0006 38738.9275 392340.2096 -408805 -30401.9305 0 0 0
UDCon24 Min 3122.9146 -0.0077 38738.9274 392340.0497 -408805 -36194.806 0 0 0
UDCon25 Max 1.811E-05 -3122.9616 38738.9273 445858.2893 -462322 -33287.4707 0 0 0
UDCon25 Min 1.274E-06 -3122.972 38738.9272 445858.0885 -462322 -40525.4486 0 0 0
UDCon26 Max -3.535E-06 3122.9756 38738.9284 338821.9605 -462322 40525.5906 0 0 0UDCon26 Min -2.037E-05 3122.9653 38738.9283 338821.7596 -462322 33287.6128 0 0 0
UDWal1 -1.583E-06 0.0026 54234.4989 549276.0342 -647251 0.0994 0 0 0
UDWal2 -1.539E-06 0.0031 61530.2486 620534.8293 -734456 0.1158 0 0 0
UDWal3 Max 1.917E-06 0.0032 51958.5257 538884.7115 -620190 7847.2103 0 0 0
UDWal3 Min -772.8547 -979.5252 51958.5255 524252.1138 -631498 -11546.6777 0 0 0
UDWal4 Max 772.8547 979.5304 51958.5258 524252.1374 -608882 11546.8728 0 0 0
UDWal4 Min -4.565E-06 0.002 51958.5256 509619.5397 -620190 -7847.0153 0 0 0
UDWal5 Max 1.917E-06 0.0032 51958.5257 538884.7115 -620190 7847.2103 0 0 0
UDWal5 Min -772.8547 -979.5252 51958.5255 524252.1138 -631498 -11546.6777 0 0 0
UDWal6 Max 772.8547 979.5304 51958.5258 524252.1374 -608882 11546.8728 0 0 0
UDWal6 Min -4.565E-06 0.002 51958.5256 509619.5397 -620190 -7847.0153 0 0 0
UDWal7 Max 2.198E-06 0.0033 54234.499 566347.3845 -647251 9155.0643 0 0 0
UDWal7 Min -901.6639 -1142.7799 54234.4987 549276.0205 -660444 -13471.1384 0 0 0
UDWal8 Max 901.6639 1142.785 54234.4991 549276.048 -634058 13471.3372 0 0 0
UDWal8 Min -5.364E-06 0.0018 54234.4988 532204.684 -647251 -9154.8655 0 0 0
UDWal9 Max 2.198E-06 0.0033 54234.499 566347.3845 -647251 9155.0643 0 0 0
UDWal9 Min -901.6639 -1142.7799 54234.4987 549276.0205 -660444 -13471.1384 0 0 0
UDWal10 Max 901.6639 1142.785 54234.4991 549276.048 -634058 13471.3372 0 0 0
UDWal10 Min -5.364E-06 0.0018 54234.4988 532204.684 -647251 -9154.8655 0 0 0
UDWal11 Max 2.65E-06 0.0025 38738.9279 409411.3747 -462322 9155.0359 0 0 0
UDWal11 Min -901.6639 -1142.7806 38738.9276 392340.0107 -475515 -13471.1668 0 0 0
UDWal12 Max 901.6639 1142.7843 38738.928 392340.0382 -449129 13471.3088 0 0 0
UDWal12 Min -4.912E-06 0.0011 38738.9277 375268.6743 -462322 -9154.8939 0 0 0UDWal13 Max 2.65E-06 0.0025 38738.9279 409411.3747 -462322 9155.0359 0 0 0
UDWal13 Min -901.6639 -1142.7806 38738.9276 392340.0107 -475515 -13471.1668 0 0 0
UDWal14 Max 901.6639 1142.7843 38738.928 392340.0382 -449129 13471.3088 0 0 0
UDWal14 Min -4.912E-06 0.0011 38738.9277 375268.6743 -462322 -9154.8939 0 0 0
UDWal15 Max -2676.7839 0.0107 51958.526 524252.104 -666062 31024.2779 0 0 0
UDWal15 Min -2676.7839 0.0036 51958.5259 524251.967 -666062 26058.9559 0 0 0
UDWal16 Max 2676.7839 0.0015 51958.5254 524252.2843 -574318 -26058.7609 0 0 0
UDWal16 Min 2676.7839 -0.0056 51958.5253 524252.1472 -574318 -31024.0828 0 0 0
UDWal17 Max 1.517E-05 -2676.8232 51958.5252 570124.924 -620190 -28532.0811 0 0 0
UDWal17 Min 7.371E-07 -2676.8321 51958.5251 570124.7519 -620190 -34736.0622 0 0 0
UDWal18 Max -3.385E-06 2676.8373 51958.5262 478379.4993 -620190 34736.2572 0 0 0
UDWal18 Min -1.782E-05 2676.8284 51958.5261 478379.3272 -620190 28532.2762 0 0 0
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Table 5.1 - Base Reactions (continued)
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
UDWal19 Max -3122.9146 0.0121 54234.4993 549276.009 -700768 36194.9765 0 0 0
UDWal19 Min -3122.9146 0.0038 54234.4992 549275.8491 -700768 30402.1009 0 0 0
UDWal20 Max 3122.9146 0.0013 54234.4986 549276.2193 -593734 -30401.9021 0 0 0
UDWal20 Min 3122.9146 -0.007 54234.4985 549276.0595 -593734 -36194.7776 0 0 0
UDWal21 Max 1.766E-05 -3122.9609 54234.4984 602794.2991 -647251 -33287.4423 0 0 0
UDWal21 Min 8.214E-07 -3122.9713 54234.4983 602794.0982 -647251 -40525.4202 0 0 0
UDWal22 Max -3.988E-06 3122.9764 54234.4995 495757.9702 -647251 40525.619 0 0 0
UDWal22 Min -2.082E-05 3122.966 54234.4994 495757.7694 -647251 33287.6412 0 0 0
UDWal23 Max -3122.9146 0.0113 38738.9282 392339.9992 -515839 36194.9481 0 0 0
UDWal23 Min -3122.9146 0.0031 38738.9281 392339.8394 -515839 30402.0725 0 0 0
UDWal24 Max 3122.9146 0.0006 38738.9275 392340.2096 -408805 -30401.9305 0 0 0
UDWal24 Min 3122.9146 -0.0077 38738.9274 392340.0497 -408805 -36194.806 0 0 0
UDWal25 Max 1.811E-05 -3122.9616 38738.9273 445858.2893 -462322 -33287.4707 0 0 0
UDWal25 Min 1.274E-06 -3122.972 38738.9272 445858.0885 -462322 -40525.4486 0 0 0UDWal26 Max -3.535E-06 3122.9756 38738.9284 338821.9605 -462322 40525.5906 0 0 0
UDWal26 Min -2.037E-05 3122.9653 38738.9283 338821.7596 -462322 33287.6128 0 0 0
Table 5.2 - Centers of Mass and Rigidity
Story DiaphragmMass X
kg
Mass Y
kg
XCM
m
YCM
m
Cumulative
X
kg
Cumulative
Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
1ST D1 787367.52 787367.52 11.9827 10.053 787367.52 787367.52 11.9827 10.053 13.5023 8.4405
2ND D2 772970.86 772970.86 11.9982 10.0469 772970.86 772970.86 11.9982 10.0469 13.4042 8.9267
3RD D3 772992.45 772992.45 11.9983 10.0469 772992.45 772992.45 11.9983 10.0469 13.1413 9.2641
4TH D4 773038.28 773038.28 11.9983 10.0468 773038.28 773038.28 11.9983 10.0468 12.8331 9.5971
ROOF D5 554665.23 554665.23 11.9677 10.166 554665.23 554665.23 11.9677 10.166 12.497 9.9614
TOP D6 25334.72 25334.72 9.5598 18.5419 25334.72 25334.72 9.5598 18.5419 10.9482 18.0444
Table 5.3 - Diaphragm Center of Mass Displacements
Story DiaphragmLoad
Case/Combo
UX
mm
UY
mm
RZ
rad
TOP D6 EQX 1 106.471 5.369 -0.001549
TOP D6 EQX 2 93.731 0.735 0.000113
TOP D6 EQY 1 -1.561 91.3 -0.000383
TOP D6 EQY 2 14.35 97.481 -0.002764
TOP D6 WIND-X 1 21.754 0.445 -0.0001
TOP D6 WIND-X 2 2.225 28.037 -0.000456TOP D6 WIND-Y 1 21.754 0.445 -0.0001
TOP D6 WIND-Y 2 2.225 28.037 -0.000456
ROOF D5 EQX 1 79.264 1.612 -0.001605
ROOF D5 EQX 2 78.649 0.614 -0.000217
ROOF D5 EQY 1 0.516 71.902 0.00018
ROOF D5 EQY 2 1.283 73.142 -0.001563
ROOF D5 WIND-X 1 18.474 0.226 -0.000113
ROOF D5 WIND-X 2 0.316 22.201 -0.000239
ROOF D5 WIND-Y 1 18.474 0.226 -0.000113
ROOF D5 WIND-Y 2 0.316 22.201 -0.000239
4TH D4 EQX 1 62.734 1.651 -0.001478
4TH D4 EQX 2 62.139 0.594 -0.000243
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Table 5.3 - Diaphragm Center of Mass Displacements (continued)
Story DiaphragmLoad
Case/Combo
UX
mm
UY
mm
RZ
rad
4TH D4 EQY 1 0.463 56.892 5.8E-05
4TH D4 EQY 2 1.205 58.208 -0.001491
4TH D4 WIND-X 1 14.842 0.232 -0.000126
4TH D4 WIND-X 2 0.295 17.818 -0.000249
4TH D4 WIND-Y 1 14.842 0.232 -0.000126
4TH D4 WIND-Y 2 0.295 17.818 -0.000249
3RD D3 EQX 1 45.02 1.595 -0.001273
3RD D3 EQX 2 44.359 0.564 -0.000264
3RD D3 EQY 1 0.379 40.737 -3.8E-05
3RD D3 EQY 2 1.203 42.021 -0.001303
3RD D3 WIND-X 1 10.844 0.226 -0.000128
3RD D3 WIND-X 2 0.283 13.044 -0.000236
3RD D3 WIND-Y 1 10.844 0.226 -0.000128
3RD D3 WIND-Y 2 0.283 13.044 -0.0002362ND D2 EQX 1 26.959 1.355 -0.000983
2ND D2 EQX 2 26.343 0.499 -0.000268
2ND D2 EQY 1 0.279 24.452 -9.9E-05
2ND D2 EQY 2 1.049 25.519 -0.000994
2ND D2 WIND-X 1 6.639 0.197 -0.000117
2ND D2 WIND-X 2 0.24 8.08 -0.000196
2ND D2 WIND-Y 1 6.639 0.197 -0.000117
2ND D2 WIND-Y 2 0.24 8.08 -0.000196
1ST D1 EQX 1 11.092 0.845 -0.0006
1ST D1 EQX 2 10.622 0.329 -0.000224
1ST D1 EQY 1 0.179 10.101 -0.0001
1ST D1 EQY 2 0.766 10.745 -0.000571
1ST D1 WIND-X 1 2.785 0.127 -8.6E-05
1ST D1 WIND-X 2 0.172 3.48 -0.000121
1ST D1 WIND-Y 1 2.785 0.127 -8.6E-05
1ST D1 WIND-Y 2 0.172 3.48 -0.000121
5.2 Story Results
Table 5.4 - Story Drifts
StoryLoad
Case/ComboDirection Drift Drift/ Label
TOP EQX 1 X 0.003661 1/273 19
TOP EQX 2 X 0.003626 1/276 19
TOP EQY 1 Y 0.005703 1/175 21
TOP EQY 2 Y 0.006416 1/156 21
TOP WIND-X 1 X 0.000622 1/1608 19
TOP WIND-X 2 Y 0.001567 1/638 21
TOP WIND-Y 1 X 0.000622 1/1608 19
TOP WIND-Y 2 Y 0.001567 1/638 21
ROOF EQX 1 X 0.003978 1/251 24
ROOF EQX 2 X 0.003788 1/264 68
ROOF EQY 1 Y 0.003734 1/268 61
ROOF EQY 2 Y 0.003569 1/280 68
ROOF WIND-X 1 X 0.000848 1/1179 68ROOF WIND-X 2 Y 0.001016 1/984 61
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Table 5.4 - Story Drifts (continued)
StoryLoad
Case/ComboDirection Drift Drift/ Label
ROOF WIND-Y 1 X 0.000848 1/1179 68
ROOF WIND-Y 2 Y 0.001016 1/984 61
4TH EQX 1 X 0.004465 1/224 24
4TH EQX 2 X 0.004069 1/246 68
4TH EQY 1 Y 0.003922 1/255 61
4TH EQY 2 Y 0.00419 1/239 68
4TH WIND-X 1 X 0.000909 1/1100 68
4TH WIND-X 2 Y 0.001116 1/896 68
4TH WIND-Y 1 X 0.000909 1/1100 68
4TH WIND-Y 2 Y 0.001116 1/896 68
3RD EQX 1 X 0.004733 1/211 24
3RD EQX 2 X 0.004086 1/245 68
3RD EQY 1 Y 0.003853 1/260 61
3RD EQY 2 Y 0.0046 1/217 683RD WIND-X 1 X 0.000976 1/1024 24
3RD WIND-X 2 Y 0.001236 1/809 68
3RD WIND-Y 1 X 0.000976 1/1024 24
3RD WIND-Y 2 Y 0.001236 1/809 68
2ND EQX 1 X 0.004444 1/225 24
2ND EQX 2 X 0.003656 1/274 24
2ND EQY 1 Y 0.003249 1/308 61
2ND EQY 2 Y 0.004532 1/221 68
2ND WIND-X 1 X 0.000942 1/1062 24
2ND WIND-X 2 Y 0.00125 1/800 68
2ND WIND-Y 1 X 0.000942 1/1062 24
2ND WIND-Y 2 Y 0.00125 1/800 68
1ST EQX 1 X 0.00319 1/313 24
1ST EQX 2 X 0.002421 1/413 24
1ST EQY 1 Y 0.002123 1/471 14
1ST EQY 2 Y 0.003259 1/307 10
1ST WIND-X 1 X 0.000681 1/1468 24
1ST WIND-X 2 Y 0.000914 1/1094 10
1ST WIND-Y 1 X 0.000681 1/1468 24
1ST WIND-Y 2 Y 0.000914 1/1094 10
TIES EQX 1 X 0.002517 1/397 20
TIES EQX 1 Y 0.00141 1/709 20
TIES EQX 2 X 0.001843 1/543 20TIES EQY 1 Y 0.001652 1/605 1
TIES EQY 2 X 0.001068 1/936 20
TIES EQY 2 Y 0.002679 1/373 1
TIES WIND-X 1 X 0.000537 1/1862 20
TIES WIND-X 2 X 0.000235 1/4259 21
TIES WIND-X 2 Y 0.000753 1/1327 1
TIES WIND-Y 1 X 0.000537 1/1862 20
TIES WIND-Y 2 X 0.000235 1/4259 21
TIES WIND-Y 2 Y 0.000753 1/1327 1
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Table 5.5 - Story Forces
StoryLoad
Case/ComboLocation
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
TOP EQX 1 Bottom 0 -154.2769 0 2881.4222 0 -583.1667
TOP EQX 2 Bottom 0 -154.2769 0 2839.7675 0 -583.1667
TOP EQY 1 Bottom 0 0 -154.2769 -1528.0777 583.1667 0
TOP EQY 2 Bottom 0 0 -154.2769 -1421.6267 583.1667 0
TOP WIND-X 1 Bottom 0 -15.2377 0 282.6598 0 -57.5986
TOP WIND-X 2 Bottom 0 0 -38.9409 -371.8854 147.1965 0
TOP WIND-Y 1 Bottom 0 -15.2377 0 282.6598 0 -57.5986
TOP WIND-Y 2 Bottom 0 0 -38.9409 -371.8854 147.1965 0
ROOF EQX 1 Bottom -2.901E-05 -677.1227 0.0028 8716.7973 -0.0127 -3576.0486
ROOF EQX 2 Bottom -2.945E-05 -677.1227 0.0003 7634.7539 -0.0018 -3576.0486
ROOF EQY 1 Bottom -0.0001 1.102E-06 -677.1379 -8428.7641 3576.115 0.0013
ROOF EQY 2 Bottom -0.0001 -1.58E-06 -677.1348 -7036.2056 3576.1013 0.0013
ROOF WIND-X 1 Bottom -6.682E-06 -133.6083 0.0002 1460.4405 -0.0009 -648.1474
ROOF WIND-X 2 Bottom -2.906E-05 0 -185.2725 -2113.2921 966.1007 0.0004
ROOF WIND-Y 1 Bottom -6.682E-06 -133.6083 0.0002 1460.4405 -0.0009 -648.1474
ROOF WIND-Y 2 Bottom -2.906E-05 0 -185.2725 -2113.2921 966.1007 0.0004
4TH EQX 1 Bottom 3.172E-05 -1267.5817 0.0044 15236.4101 -0.0323 -9178.7606
4TH EQX 2 Bottom 4.15E-05 -1267.5817 0.0005 12979.4393 -0.0042 -9178.7608
4TH EQY 1 Bottom -0.0002 1.32E-06 -1267.6089 -16239.7646 9178.9449 0.0023
4TH EQY 2 Bottom -0.0002 1.018E-05 -1267.604 -13394.7846 9178.9096 0.0026
4TH WIND-X 1 Bottom 9.238E-06 -261.2177 0.0003 2730.1435 -0.0022 -1802.7297
4TH WIND-X 2 Bottom -0.0001 2.01E-06 -343.0241 -3990.5802 2482.267 0.0007
4TH WIND-Y 1 Bottom 9.238E-06 -261.2177 0.0003 2730.1435 -0.0022 -1802.7297
4TH WIND-Y 2 Bottom -0.0001 2.01E-06 -343.0241 -3990.5802 2482.267 0.0007
3RD EQX 1 Bottom 0.0001 -1719.7814 0.0068 20229.4623 -0.0624 -16780.1957
3RD EQX 2 Bottom 0.0001 -1719.7814 0.0009 17072.6731 -0.0085 -16780.1961
3RD EQY 1 Bottom -0.0002 2.012E-06 -1719.8167 -22221.7724 16780.5338 0.003
3RD EQY 2 Bottom -0.0003 1.803E-05 -1719.8093 -18264.455 16780.466 0.0036
3RD WIND-X 1 Bottom 2.964E-05 -388.827 0.0005 3999.848 -0.0045 -3521.3452
3RD WIND-X 2 Bottom -0.0001 3.518E-06 -500.7744 -5867.8557 4695.6898 0.001
3RD WIND-Y 1 Bottom 2.964E-05 -388.827 0.0005 3999.848 -0.0045 -3521.3452
3RD WIND-Y 2 Bottom -0.0001 3.518E-06 -500.7744 -5867.8557 4695.6898 0.001
2ND EQX 1 Bottom 0.0002 -2033.7481 0.0071 23696.2017 -0.0939 -25769.3637
2ND EQX 2 Bottom 0.0002 -2033.7481 0.001 19914.6556 -0.0129 -25769.3644
2ND EQY 1 Bottom -0.0003 2.03E-06 -2033.7885 -26375.0807 25769.878 0.004
2ND EQY 2 Bottom -0.0003 1.589E-05 -2033.7808 -21645.4511 25769.7763 0.0049
2ND WIND-X 1 Bottom 0.0001 -516.4363 0.0005 5269.5543 -0.007 -5803.9939
2ND WIND-X 2 Bottom -0.0001 3.143E-06 -658.5242 -7745.0936 7606.3667 0.0014
2ND WIND-Y 1 Bottom 0.0001 -516.4363 0.0005 5269.5543 -0.007 -5803.9939
2ND WIND-Y 2 Bottom -0.0001 3.143E-06 -658.5242 -7745.0936 7606.3667 0.0014
1ST EQX 1 Bottom 0.0002 -2212.7677 0.0068 25673.964 -0.1241 -35549.7976
1ST EQX 2 Bottom 0.0003 -2212.7677 0.0009 21536.1957 -0.0169 -35549.7985
1ST EQY 1 Bottom -0.0004 1.718E-06 -2212.81 -28740.4385 35550.4973 0.005
1ST EQY 2 Bottom -0.0004 1.374E-05 -2212.8026 -23570.4543 35550.3628 0.0063
1ST WIND-X 1 Bottom 0.0001 -644.0456 0.0005 6539.2607 -0.0092 -8650.6756
1ST WIND-X 2 Bottom -0.0001 2.701E-06 -816.2732 -9622.3127 11214.2938 0.0018
1ST WIND-Y 1 Bottom 0.0001 -644.0456 0.0005 6539.2607 -0.0092 -8650.6756
1ST WIND-Y 2 Bottom -0.0001 2.701E-06 -816.2732 -9622.3127 11214.2938 0.0018
TIES EQX 1 Bottom 0.0002 -2230.6533 0.0068 25853.4836 -0.1322 -38226.5815
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Table 5.5 - Story Forces (continued)
StoryLoad
Case/ComboLocation
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
TIES EQX 2 Bottom 0.0003 -2230.6533 0.0009 21715.7153 -0.018 -38226.5825
TIES EQY 1 Bottom -0.0004 1.718E-06 -2230.6956 -28946.7997 38227.332 0.005
TIES EQY 2 Bottom -0.0004 1.374E-05 -2230.6882 -23776.8155 38227.1886 0.0063
TIES WIND-X 1 Bottom 0.0001 -644.0456 0.0005 6539.2607 -0.0098 -9423.5304
TIES WIND-X 2 Bottom -0.0001 2.701E-06 -816.2732 -9622.3127 12193.8216 0.0018
TIES WIND-Y 1 Bottom 0.0001 -644.0456 0.0005 6539.2607 -0.0098 -9423.5304
TIES WIND-Y 2 Bottom -0.0001 2.701E-06 -816.2732 -9622.3127 12193.8216 0.0018
5.3 Point Results
Table 5.6 - Joint Reactions
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 8 Dead 12.0877 5.571 852.8689 0 0 0
Base 1 8 Live -0.3341 -0.0625 100.1411 0 0 0
Base 1 8 EQX 1 1.8394 -8.4954 -165.9475 0 0 0
Base 1 8 EQX 2 1.6038 -6.6196 -83.9705 0 0 0
Base 1 8 EQY 1 0.2632 7.1974 -374.5506 0 0 0
Base 1 8 EQY 2 0.5571 4.8644 -477.4971 0 0 0
Base 1 8 WIND-X 1 0.4022 -2.014 -23.2943 0 0 0
Base 1 8 WIND-X 2 0.1464 1.3424 -131.6343 0 0 0
Base 1 8 WIND-Y 1 0.4022 -2.014 -23.2943 0 0 0
Base 1 8 WIND-Y 2 0.1464 1.3424 -131.6343 0 0 0
Base 1 8 UDCon1 16.9227 7.7994 1194.0165 0 0 0
Base 1 8 UDCon2 16.3882 7.6993 1354.2422 0 0 0
Base 1 8 UDCon3 Max 14.587 8.221 1115.6589 0 0 0Base 1 8 UDCon3 Min 14.28 4.1933 985.6508 0 0 0
Base 1 8 UDCon4 Max 13.9287 9.027 1301.5732 0 0 0
Base 1 8 UDCon4 Min 13.6217 4.9992 1171.5652 0 0 0
Base 1 8 UDCon5 Max 14.587 8.221 1115.6589 0 0 0
Base 1 8 UDCon5 Min 14.28 4.1933 985.6508 0 0 0
Base 1 8 UDCon6 Max 13.9287 9.027 1301.5732 0 0 0
Base 1 8 UDCon6 Min 13.6217 4.9992 1171.5652 0 0 0
Base 1 8 UDCon7 Max 17.4858 9.6788 1161.4045 0 0 0
Base 1 8 UDCon7 Min 17.1276 4.9797 1009.7284 0 0 0
Base 1 8 UDCon8 Max 16.7178 10.619 1378.3046 0 0 0
Base 1 8 UDCon8 Min 16.3596 5.92 1226.6285 0 0 0
Base 1 8 UDCon9 Max 17.4858 9.6788 1161.4045 0 0 0
Base 1 8 UDCon9 Min 17.1276 4.9797 1009.7284 0 0 0
Base 1 8 UDCon10 Max 16.7178 10.619 1378.3046 0 0 0
Base 1 8 UDCon10 Min 16.3596 5.92 1226.6285 0 0 0
Base 1 8 UDCon11 Max 12.6508 7.4504 820.2569 0 0 0
Base 1 8 UDCon11 Min 12.2926 2.7513 668.5809 0 0 0
Base 1 8 UDCon12 Max 11.8828 8.3906 1037.157 0 0 0
Base 1 8 UDCon12 Min 11.5246 3.6916 885.4809 0 0 0
Base 1 8 UDCon13 Max 12.6508 7.4504 820.2569 0 0 0
Base 1 8 UDCon13 Min 12.2926 2.7513 668.5809 0 0 0
Base 1 8 UDCon14 Max 11.8828 8.3906 1037.157 0 0 0
Base 1 8 UDCon14 Min 11.5246 3.6916 885.4809 0 0 0Base 1 8 UDCon15 Max 16.3116 -1.3334 1042.8475 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 8 UDCon15 Min 16.0289 -3.5843 944.4751 0 0 0
Base 1 8 UDCon16 Max 12.1798 16.8046 1342.749 0 0 0
Base 1 8 UDCon16 Min 11.8971 14.5536 1244.3766 0 0 0
Base 1 8 UDCon17 Max 14.7729 15.247 694.1513 0 0 0
Base 1 8 UDCon17 Min 14.4202 12.4474 570.6154 0 0 0
Base 1 8 UDCon18 Max 13.7885 0.7728 1716.6086 0 0 0
Base 1 8 UDCon18 Min 13.4358 -2.0267 1593.0727 0 0 0
Base 1 8 UDCon19 Max 19.4979 -1.468 1076.4579 0 0 0
Base 1 8 UDCon19 Min 19.168 -4.0941 961.6901 0 0 0
Base 1 8 UDCon20 Max 14.6775 19.6929 1426.3429 0 0 0
Base 1 8 UDCon20 Min 14.3476 17.0668 1311.5751 0 0 0
Base 1 8 UDCon21 Max 17.7027 17.8757 669.6457 0 0 0
Base 1 8 UDCon21 Min 17.2912 14.6096 525.5205 0 0 0
Base 1 8 UDCon22 Max 16.5543 0.9892 1862.5125 0 0 0Base 1 8 UDCon22 Min 16.1428 -2.2769 1718.3873 0 0 0
Base 1 8 UDCon23 Max 14.6628 -3.6964 735.3103 0 0 0
Base 1 8 UDCon23 Min 14.3329 -6.3225 620.5425 0 0 0
Base 1 8 UDCon24 Max 9.8424 17.4645 1085.1954 0 0 0
Base 1 8 UDCon24 Min 9.5125 14.8384 970.4276 0 0 0
Base 1 8 UDCon25 Max 12.8676 15.6473 328.4981 0 0 0
Base 1 8 UDCon25 Min 12.4561 12.3812 184.3729 0 0 0
Base 1 8 UDCon26 Max 11.7192 -1.2392 1521.3649 0 0 0
Base 1 8 UDCon26 Min 11.3077 -4.5053 1377.2397 0 0 0
Base 1 8 UDWal1 16.9227 7.7994 1194.0165 0 0 0
Base 1 8 UDWal2 16.3882 7.6993 1354.2422 0 0 0
Base 1 8 UDWal3 Max 14.587 8.221 1115.6589 0 0 0
Base 1 8 UDWal3 Min 14.28 4.1933 985.6508 0 0 0
Base 1 8 UDWal4 Max 13.9287 9.027 1301.5732 0 0 0
Base 1 8 UDWal4 Min 13.6217 4.9992 1171.5652 0 0 0
Base 1 8 UDWal5 Max 14.587 8.221 1115.6589 0 0 0
Base 1 8 UDWal5 Min 14.28 4.1933 985.6508 0 0 0
Base 1 8 UDWal6 Max 13.9287 9.027 1301.5732 0 0 0
Base 1 8 UDWal6 Min 13.6217 4.9992 1171.5652 0 0 0
Base 1 8 UDWal7 Max 17.4858 9.6788 1161.4045 0 0 0
Base 1 8 UDWal7 Min 17.1276 4.9797 1009.7284 0 0 0
Base 1 8 UDWal8 Max 16.7178 10.619 1378.3046 0 0 0
Base 1 8 UDWal8 Min 16.3596 5.92 1226.6285 0 0 0Base 1 8 UDWal9 Max 17.4858 9.6788 1161.4045 0 0 0
Base 1 8 UDWal9 Min 17.1276 4.9797 1009.7284 0 0 0
Base 1 8 UDWal10 Max 16.7178 10.619 1378.3046 0 0 0
Base 1 8 UDWal10 Min 16.3596 5.92 1226.6285 0 0 0
Base 1 8 UDWal11 Max 12.6508 7.4504 820.2569 0 0 0
Base 1 8 UDWal11 Min 12.2926 2.7513 668.5809 0 0 0
Base 1 8 UDWal12 Max 11.8828 8.3906 1037.157 0 0 0
Base 1 8 UDWal12 Min 11.5246 3.6916 885.4809 0 0 0
Base 1 8 UDWal13 Max 12.6508 7.4504 820.2569 0 0 0
Base 1 8 UDWal13 Min 12.2926 2.7513 668.5809 0 0 0
Base 1 8 UDWal14 Max 11.8828 8.3906 1037.157 0 0 0
Base 1 8 UDWal14 Min 11.5246 3.6916 885.4809 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 8 UDWal15 Max 16.3116 -1.3334 1042.8475 0 0 0
Base 1 8 UDWal15 Min 16.0289 -3.5843 944.4751 0 0 0
Base 1 8 UDWal16 Max 12.1798 16.8046 1342.749 0 0 0
Base 1 8 UDWal16 Min 11.8971 14.5536 1244.3766 0 0 0
Base 1 8 UDWal17 Max 14.7729 15.247 694.1513 0 0 0
Base 1 8 UDWal17 Min 14.4202 12.4474 570.6154 0 0 0
Base 1 8 UDWal18 Max 13.7885 0.7728 1716.6086 0 0 0
Base 1 8 UDWal18 Min 13.4358 -2.0267 1593.0727 0 0 0
Base 1 8 UDWal19 Max 19.4979 -1.468 1076.4579 0 0 0
Base 1 8 UDWal19 Min 19.168 -4.0941 961.6901 0 0 0
Base 1 8 UDWal20 Max 14.6775 19.6929 1426.3429 0 0 0
Base 1 8 UDWal20 Min 14.3476 17.0668 1311.5751 0 0 0
Base 1 8 UDWal21 Max 17.7027 17.8757 669.6457 0 0 0
Base 1 8 UDWal21 Min 17.2912 14.6096 525.5205 0 0 0Base 1 8 UDWal22 Max 16.5543 0.9892 1862.5125 0 0 0
Base 1 8 UDWal22 Min 16.1428 -2.2769 1718.3873 0 0 0
Base 1 8 UDWal23 Max 14.6628 -3.6964 735.3103 0 0 0
Base 1 8 UDWal23 Min 14.3329 -6.3225 620.5425 0 0 0
Base 1 8 UDWal24 Max 9.8424 17.4645 1085.1954 0 0 0
Base 1 8 UDWal24 Min 9.5125 14.8384 970.4276 0 0 0
Base 1 8 UDWal25 Max 12.8676 15.6473 328.4981 0 0 0
Base 1 8 UDWal25 Min 12.4561 12.3812 184.3729 0 0 0
Base 1 8 UDWal26 Max 11.7192 -1.2392 1521.3649 0 0 0
Base 1 8 UDWal26 Min 11.3077 -4.5053 1377.2397 0 0 0
Base 2 16 Dead -2.5626 5.0937 1976.6711 0 0 0
Base 2 16 Live -0.0366 -0.8889 268.9273 0 0 0
Base 2 16 EQX 1 -0.0358 8.9862 35.0796 0 0 0
Base 2 16 EQX 2 -1.3143 1.7818 59.0081 0 0 0
Base 2 16 EQY 1 0.5905 34.0877 -100.9512 0 0 0
Base 2 16 EQY 2 2.1881 43.0981 -131.0049 0 0 0
Base 2 16 WIND-X 1 -0.3019 0.9284 12.7166 0 0 0
Base 2 16 WIND-X 2 0.5005 12.9665 -35.9034 0 0 0
Base 2 16 WIND-Y 1 -0.3019 0.9284 12.7166 0 0 0
Base 2 16 WIND-Y 2 0.5005 12.9665 -35.9034 0 0 0
Base 2 16 UDCon1 -3.5876 7.1312 2767.3396 0 0 0
Base 2 16 UDCon2 -3.6461 5.709 3197.6232 0 0 0
Base 2 16 UDCon3 Max -2.5183 20.6056 2709.9779 0 0 0Base 2 16 UDCon3 Min -3.4812 6.1598 2651.634 0 0 0
Base 2 16 UDCon4 Max -2.7567 3.9318 2737.8021 0 0 0
Base 2 16 UDCon4 Min -3.7196 -10.514 2679.4582 0 0 0
Base 2 16 UDCon5 Max -2.5183 20.6056 2709.9779 0 0 0
Base 2 16 UDCon5 Min -3.4812 6.1598 2651.634 0 0 0
Base 2 16 UDCon6 Max -2.7567 3.9318 2737.8021 0 0 0
Base 2 16 UDCon6 Min -3.7196 -10.514 2679.4582 0 0 0
Base 2 16 UDCon7 Max -2.8868 25.2843 2785.1428 0 0 0
Base 2 16 UDCon7 Min -4.0102 8.4309 2717.0748 0 0 0
Base 2 16 UDCon8 Max -3.1649 5.8315 2817.6043 0 0 0
Base 2 16 UDCon8 Min -4.2883 -11.0218 2749.5364 0 0 0
Base 2 16 UDCon9 Max -2.8868 25.2843 2785.1428 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 2 16 UDCon9 Min -4.0102 8.4309 2717.0748 0 0 0
Base 2 16 UDCon10 Max -3.1649 5.8315 2817.6043 0 0 0
Base 2 16 UDCon10 Min -4.2883 -11.0218 2749.5364 0 0 0
Base 2 16 UDCon11 Max -1.8618 23.2468 1994.4743 0 0 0
Base 2 16 UDCon11 Min -2.9852 6.3934 1926.4064 0 0 0
Base 2 16 UDCon12 Max -2.1399 3.7941 2026.9359 0 0 0
Base 2 16 UDCon12 Min -3.2633 -13.0593 1958.8679 0 0 0
Base 2 16 UDCon13 Max -1.8618 23.2468 1994.4743 0 0 0
Base 2 16 UDCon13 Min -2.9852 6.3934 1926.4064 0 0 0
Base 2 16 UDCon14 Max -2.1399 3.7941 2026.9359 0 0 0
Base 2 16 UDCon14 Min -3.2633 -13.0593 1958.8679 0 0 0
Base 2 16 UDCon15 Max -3.1619 15.8293 2765.5278 0 0 0
Base 2 16 UDCon15 Min -4.6962 7.1839 2736.8135 0 0 0
Base 2 16 UDCon16 Max -1.5418 2.9076 2652.6226 0 0 0Base 2 16 UDCon16 Min -3.076 -5.7377 2623.9083 0 0 0
Base 2 16 UDCon17 Max -0.4932 56.7635 2573.5767 0 0 0
Base 2 16 UDCon17 Min -2.4104 45.9511 2537.5122 0 0 0
Base 2 16 UDCon18 Max -3.8275 -35.8595 2851.9239 0 0 0
Base 2 16 UDCon18 Min -5.7447 -46.672 2815.8594 0 0 0
Base 2 16 UDCon19 Max -3.6377 19.712 2849.951 0 0 0
Base 2 16 UDCon19 Min -5.4276 9.6257 2816.451 0 0 0
Base 2 16 UDCon20 Max -1.7475 4.6367 2718.2282 0 0 0
Base 2 16 UDCon20 Min -3.5375 -5.4495 2684.7282 0 0 0
Base 2 16 UDCon21 Max -0.5242 67.4686 2626.008 0 0 0
Base 2 16 UDCon21 Min -2.7609 54.8541 2583.9328 0 0 0
Base 2 16 UDCon22 Max -4.4142 -40.5916 2950.7464 0 0 0
Base 2 16 UDCon22 Min -6.651 -53.2061 2908.6712 0 0 0
Base 2 16 UDCon23 Max -2.6127 17.6745 2059.2825 0 0 0
Base 2 16 UDCon23 Min -4.4026 7.5883 2025.7825 0 0 0
Base 2 16 UDCon24 Max -0.7225 2.5992 1927.5597 0 0 0
Base 2 16 UDCon24 Min -2.5124 -7.487 1894.0597 0 0 0
Base 2 16 UDCon25 Max 0.5008 65.4311 1835.3395 0 0 0
Base 2 16 UDCon25 Min -1.7359 52.8166 1793.2643 0 0 0
Base 2 16 UDCon26 Max -3.3892 -42.6291 2160.0779 0 0 0
Base 2 16 UDCon26 Min -5.626 -55.2436 2118.0027 0 0 0
Base 2 16 UDWal1 -3.5876 7.1312 2767.3396 0 0 0
Base 2 16 UDWal2 -3.6461 5.709 3197.6232 0 0 0Base 2 16 UDWal3 Max -2.5183 20.6056 2709.9779 0 0 0
Base 2 16 UDWal3 Min -3.4812 6.1598 2651.634 0 0 0
Base 2 16 UDWal4 Max -2.7567 3.9318 2737.8021 0 0 0
Base 2 16 UDWal4 Min -3.7196 -10.514 2679.4582 0 0 0
Base 2 16 UDWal5 Max -2.5183 20.6056 2709.9779 0 0 0
Base 2 16 UDWal5 Min -3.4812 6.1598 2651.634 0 0 0
Base 2 16 UDWal6 Max -2.7567 3.9318 2737.8021 0 0 0
Base 2 16 UDWal6 Min -3.7196 -10.514 2679.4582 0 0 0
Base 2 16 UDWal7 Max -2.8868 25.2843 2785.1428 0 0 0
Base 2 16 UDWal7 Min -4.0102 8.4309 2717.0748 0 0 0
Base 2 16 UDWal8 Max -3.1649 5.8315 2817.6043 0 0 0
Base 2 16 UDWal8 Min -4.2883 -11.0218 2749.5364 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 2 16 UDWal9 Max -2.8868 25.2843 2785.1428 0 0 0
Base 2 16 UDWal9 Min -4.0102 8.4309 2717.0748 0 0 0
Base 2 16 UDWal10 Max -3.1649 5.8315 2817.6043 0 0 0
Base 2 16 UDWal10 Min -4.2883 -11.0218 2749.5364 0 0 0
Base 2 16 UDWal11 Max -1.8618 23.2468 1994.4743 0 0 0
Base 2 16 UDWal11 Min -2.9852 6.3934 1926.4064 0 0 0
Base 2 16 UDWal12 Max -2.1399 3.7941 2026.9359 0 0 0
Base 2 16 UDWal12 Min -3.2633 -13.0593 1958.8679 0 0 0
Base 2 16 UDWal13 Max -1.8618 23.2468 1994.4743 0 0 0
Base 2 16 UDWal13 Min -2.9852 6.3934 1926.4064 0 0 0
Base 2 16 UDWal14 Max -2.1399 3.7941 2026.9359 0 0 0
Base 2 16 UDWal14 Min -3.2633 -13.0593 1958.8679 0 0 0
Base 2 16 UDWal15 Max -3.1619 15.8293 2765.5278 0 0 0
Base 2 16 UDWal15 Min -4.6962 7.1839 2736.8135 0 0 0Base 2 16 UDWal16 Max -1.5418 2.9076 2652.6226 0 0 0
Base 2 16 UDWal16 Min -3.076 -5.7377 2623.9083 0 0 0
Base 2 16 UDWal17 Max -0.4932 56.7635 2573.5767 0 0 0
Base 2 16 UDWal17 Min -2.4104 45.9511 2537.5122 0 0 0
Base 2 16 UDWal18 Max -3.8275 -35.8595 2851.9239 0 0 0
Base 2 16 UDWal18 Min -5.7447 -46.672 2815.8594 0 0 0
Base 2 16 UDWal19 Max -3.6377 19.712 2849.951 0 0 0
Base 2 16 UDWal19 Min -5.4276 9.6257 2816.451 0 0 0
Base 2 16 UDWal20 Max -1.7475 4.6367 2718.2282 0 0 0
Base 2 16 UDWal20 Min -3.5375 -5.4495 2684.7282 0 0 0
Base 2 16 UDWal21 Max -0.5242 67.4686 2626.008 0 0 0
Base 2 16 UDWal21 Min -2.7609 54.8541 2583.9328 0 0 0
Base 2 16 UDWal22 Max -4.4142 -40.5916 2950.7464 0 0 0
Base 2 16 UDWal22 Min -6.651 -53.2061 2908.6712 0 0 0
Base 2 16 UDWal23 Max -2.6127 17.6745 2059.2825 0 0 0
Base 2 16 UDWal23 Min -4.4026 7.5883 2025.7825 0 0 0
Base 2 16 UDWal24 Max -0.7225 2.5992 1927.5597 0 0 0
Base 2 16 UDWal24 Min -2.5124 -7.487 1894.0597 0 0 0
Base 2 16 UDWal25 Max 0.5008 65.4311 1835.3395 0 0 0
Base 2 16 UDWal25 Min -1.7359 52.8166 1793.2643 0 0 0
Base 2 16 UDWal26 Max -3.3892 -42.6291 2160.0779 0 0 0
Base 2 16 UDWal26 Min -5.626 -55.2436 2118.0027 0 0 0
Base 3 24 Dead 7.9776 3.9676 1559.3975 0 0 0Base 3 24 Live 0.8476 0.0295 222.0932 0 0 0
Base 3 24 EQX 1 -2.9365 8.3694 -243.0549 0 0 0
Base 3 24 EQX 2 -6.3924 0.681 -273.6992 0 0 0
Base 3 24 EQY 1 1.4997 99.0562 -152.8758 0 0 0
Base 3 24 EQY 2 5.8199 108.6603 -114.3028 0 0 0
Base 3 24 WIND-X 1 -1.4958 0.8979 -62.5423 0 0 0
Base 3 24 WIND-X 2 1.3398 34.3179 -40.2085 0 0 0
Base 3 24 WIND-Y 1 -1.4958 0.8979 -62.5423 0 0 0
Base 3 24 WIND-Y 2 1.3398 34.3179 -40.2085 0 0 0
Base 3 24 UDCon1 11.1686 5.5546 2183.1564 0 0 0
Base 3 24 UDCon2 12.5248 5.6019 2538.5055 0 0 0
Base 3 24 UDCon3 Max 12.1979 45.978 2089.5386 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 3 24 UDCon3 Min 8.7952 5.8741 2062.738 0 0 0
Base 3 24 UDCon4 Max 12.3852 3.719 2212.8395 0 0 0
Base 3 24 UDCon4 Min 8.9825 -36.3849 2186.039 0 0 0
Base 3 24 UDCon5 Max 12.1979 45.978 2089.5386 0 0 0
Base 3 24 UDCon5 Min 8.7952 5.8741 2062.738 0 0 0
Base 3 24 UDCon6 Max 12.3852 3.719 2212.8395 0 0 0
Base 3 24 UDCon6 Min 8.9825 -36.3849 2186.039 0 0 0
Base 3 24 UDCon7 Max 13.0443 53.5997 2126.8645 0 0 0
Base 3 24 UDCon7 Min 9.0745 6.8118 2095.5973 0 0 0
Base 3 24 UDCon8 Max 13.2628 4.2975 2270.7156 0 0 0
Base 3 24 UDCon8 Min 9.2929 -42.4904 2239.4483 0 0 0
Base 3 24 UDCon9 Max 13.0443 53.5997 2126.8645 0 0 0
Base 3 24 UDCon9 Min 9.0745 6.8118 2095.5973 0 0 0
Base 3 24 UDCon10 Max 13.2628 4.2975 2270.7156 0 0 0Base 3 24 UDCon10 Min 9.2929 -42.4904 2239.4483 0 0 0
Base 3 24 UDCon11 Max 9.8533 52.0126 1503.1056 0 0 0
Base 3 24 UDCon11 Min 5.8834 5.2247 1471.8383 0 0 0
Base 3 24 UDCon12 Max 10.0717 2.7105 1646.9566 0 0 0
Base 3 24 UDCon12 Min 6.1019 -44.0774 1615.6894 0 0 0
Base 3 24 UDCon13 Max 9.8533 52.0126 1503.1056 0 0 0
Base 3 24 UDCon13 Min 5.8834 5.2247 1471.8383 0 0 0
Base 3 24 UDCon14 Max 10.0717 2.7105 1646.9566 0 0 0
Base 3 24 UDCon14 Min 6.1019 -44.0774 1615.6894 0 0 0
Base 3 24 UDCon15 Max 7.0664 14.8398 1846.1229 0 0 0
Base 3 24 UDCon15 Min 2.9193 5.6137 1809.3497 0 0 0
Base 3 24 UDCon16 Max 18.2611 3.9794 2466.2278 0 0 0
Base 3 24 UDCon16 Min 14.114 -5.2467 2429.4546 0 0 0
Base 3 24 UDCon17 Max 17.5741 135.1889 2000.6254 0 0 0
Base 3 24 UDCon17 Min 12.3898 123.664 1954.3379 0 0 0
Base 3 24 UDCon18 Max 8.7906 -114.071 2321.2397 0 0 0
Base 3 24 UDCon18 Min 3.6063 -125.5958 2274.9521 0 0 0
Base 3 24 UDCon19 Max 7.0575 17.2718 1842.8796 0 0 0
Base 3 24 UDCon19 Min 2.2192 6.508 1799.9776 0 0 0
Base 3 24 UDCon20 Max 20.118 4.6013 2566.3353 0 0 0
Base 3 24 UDCon20 Min 15.2797 -6.1625 2523.4332 0 0 0
Base 3 24 UDCon21 Max 19.3165 157.679 2023.1325 0 0 0
Base 3 24 UDCon21 Min 13.2682 144.2334 1969.1304 0 0 0Base 3 24 UDCon22 Max 9.0691 -133.1241 2397.1825 0 0 0
Base 3 24 UDCon22 Min 3.0207 -146.5697 2343.1803 0 0 0
Base 3 24 UDCon23 Max 3.8665 15.6848 1219.1207 0 0 0
Base 3 24 UDCon23 Min -0.9718 4.921 1176.2186 0 0 0
Base 3 24 UDCon24 Max 16.927 3.0143 1942.5763 0 0 0
Base 3 24 UDCon24 Min 12.0887 -7.7496 1899.6743 0 0 0
Base 3 24 UDCon25 Max 16.1255 156.092 1399.3736 0 0 0
Base 3 24 UDCon25 Min 10.0771 142.6464 1345.3714 0 0 0
Base 3 24 UDCon26 Max 5.878 -134.7111 1773.4235 0 0 0
Base 3 24 UDCon26 Min -0.1703 -148.1568 1719.4214 0 0 0
Base 3 24 UDWal1 11.1686 5.5546 2183.1564 0 0 0
Base 3 24 UDWal2 12.5248 5.6019 2538.5055 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 3 24 UDWal3 Max 12.1979 45.978 2089.5386 0 0 0
Base 3 24 UDWal3 Min 8.7952 5.8741 2062.738 0 0 0
Base 3 24 UDWal4 Max 12.3852 3.719 2212.8395 0 0 0
Base 3 24 UDWal4 Min 8.9825 -36.3849 2186.039 0 0 0
Base 3 24 UDWal5 Max 12.1979 45.978 2089.5386 0 0 0
Base 3 24 UDWal5 Min 8.7952 5.8741 2062.738 0 0 0
Base 3 24 UDWal6 Max 12.3852 3.719 2212.8395 0 0 0
Base 3 24 UDWal6 Min 8.9825 -36.3849 2186.039 0 0 0
Base 3 24 UDWal7 Max 13.0443 53.5997 2126.8645 0 0 0
Base 3 24 UDWal7 Min 9.0745 6.8118 2095.5973 0 0 0
Base 3 24 UDWal8 Max 13.2628 4.2975 2270.7156 0 0 0
Base 3 24 UDWal8 Min 9.2929 -42.4904 2239.4483 0 0 0
Base 3 24 UDWal9 Max 13.0443 53.5997 2126.8645 0 0 0
Base 3 24 UDWal9 Min 9.0745 6.8118 2095.5973 0 0 0Base 3 24 UDWal10 Max 13.2628 4.2975 2270.7156 0 0 0
Base 3 24 UDWal10 Min 9.2929 -42.4904 2239.4483 0 0 0
Base 3 24 UDWal11 Max 9.8533 52.0126 1503.1056 0 0 0
Base 3 24 UDWal11 Min 5.8834 5.2247 1471.8383 0 0 0
Base 3 24 UDWal12 Max 10.0717 2.7105 1646.9566 0 0 0
Base 3 24 UDWal12 Min 6.1019 -44.0774 1615.6894 0 0 0
Base 3 24 UDWal13 Max 9.8533 52.0126 1503.1056 0 0 0
Base 3 24 UDWal13 Min 5.8834 5.2247 1471.8383 0 0 0
Base 3 24 UDWal14 Max 10.0717 2.7105 1646.9566 0 0 0
Base 3 24 UDWal14 Min 6.1019 -44.0774 1615.6894 0 0 0
Base 3 24 UDWal15 Max 7.0664 14.8398 1846.1229 0 0 0
Base 3 24 UDWal15 Min 2.9193 5.6137 1809.3497 0 0 0
Base 3 24 UDWal16 Max 18.2611 3.9794 2466.2278 0 0 0
Base 3 24 UDWal16 Min 14.114 -5.2467 2429.4546 0 0 0
Base 3 24 UDWal17 Max 17.5741 135.1889 2000.6254 0 0 0
Base 3 24 UDWal17 Min 12.3898 123.664 1954.3379 0 0 0
Base 3 24 UDWal18 Max 8.7906 -114.071 2321.2397 0 0 0
Base 3 24 UDWal18 Min 3.6063 -125.5958 2274.9521 0 0 0
Base 3 24 UDWal19 Max 7.0575 17.2718 1842.8796 0 0 0
Base 3 24 UDWal19 Min 2.2192 6.508 1799.9776 0 0 0
Base 3 24 UDWal20 Max 20.118 4.6013 2566.3353 0 0 0
Base 3 24 UDWal20 Min 15.2797 -6.1625 2523.4332 0 0 0
Base 3 24 UDWal21 Max 19.3165 157.679 2023.1325 0 0 0Base 3 24 UDWal21 Min 13.2682 144.2334 1969.1304 0 0 0
Base 3 24 UDWal22 Max 9.0691 -133.1241 2397.1825 0 0 0
Base 3 24 UDWal22 Min 3.0207 -146.5697 2343.1803 0 0 0
Base 3 24 UDWal23 Max 3.8665 15.6848 1219.1207 0 0 0
Base 3 24 UDWal23 Min -0.9718 4.921 1176.2186 0 0 0
Base 3 24 UDWal24 Max 16.927 3.0143 1942.5763 0 0 0
Base 3 24 UDWal24 Min 12.0887 -7.7496 1899.6743 0 0 0
Base 3 24 UDWal25 Max 16.1255 156.092 1399.3736 0 0 0
Base 3 24 UDWal25 Min 10.0771 142.6464 1345.3714 0 0 0
Base 3 24 UDWal26 Max 5.878 -134.7111 1773.4235 0 0 0
Base 3 24 UDWal26 Min -0.1703 -148.1568 1719.4214 0 0 0
Base 4 32 Dead 1.0101 -2.8726 1423.2655 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 4 32 Live -0.1707 0.0631 185.8801 0 0 0
Base 4 32 EQX 1 -0.7583 3.3387 156.1258 0 0 0
Base 4 32 EQX 2 -3.6965 3.8045 160.1205 0 0 0
Base 4 32 EQY 1 0.3978 17.1079 -130.6663 0 0 0
Base 4 32 EQY 2 4.0703 16.5149 -135.6816 0 0 0
Base 4 32 WIND-X 1 -0.8522 0.9995 37.2559 0 0 0
Base 4 32 WIND-X 2 0.8416 5.3312 -40.779 0 0 0
Base 4 32 WIND-Y 1 -0.8522 0.9995 37.2559 0 0 0
Base 4 32 WIND-Y 2 0.8416 5.3312 -40.779 0 0 0
Base 4 32 UDCon1 1.4142 -4.0216 1992.5717 0 0 0
Base 4 32 UDCon2 1.141 -3.9205 2289.9798 0 0 0
Base 4 32 UDCon3 Max 2.0172 3.0261 1975.6818 0 0 0
Base 4 32 UDCon3 Min -0.0154 -2.1719 1882.0398 0 0 0
Base 4 32 UDCon4 Max 2.0299 -4.5707 1979.9095 0 0 0Base 4 32 UDCon4 Min -0.0027 -9.7687 1886.2676 0 0 0
Base 4 32 UDCon5 Max 2.0172 3.0261 1975.6818 0 0 0
Base 4 32 UDCon5 Min -0.0154 -2.1719 1882.0398 0 0 0
Base 4 32 UDCon6 Max 2.0299 -4.5707 1979.9095 0 0 0
Base 4 32 UDCon6 Min -0.0027 -9.7687 1886.2676 0 0 0
Base 4 32 UDCon7 Max 2.5924 3.4421 2044.73 0 0 0
Base 4 32 UDCon7 Min 0.2211 -2.6223 1935.4811 0 0 0
Base 4 32 UDCon8 Max 2.6073 -5.4209 2049.6624 0 0 0
Base 4 32 UDCon8 Min 0.2359 -11.4852 1940.4135 0 0 0
Base 4 32 UDCon9 Max 2.5924 3.4421 2044.73 0 0 0
Base 4 32 UDCon9 Min 0.2211 -2.6223 1935.4811 0 0 0
Base 4 32 UDCon10 Max 2.6073 -5.4209 2049.6624 0 0 0
Base 4 32 UDCon10 Min 0.2359 -11.4852 1940.4135 0 0 0
Base 4 32 UDCon11 Max 2.1884 4.5911 1475.4238 0 0 0
Base 4 32 UDCon11 Min -0.183 -1.4733 1366.1749 0 0 0
Base 4 32 UDCon12 Max 2.2032 -4.2719 1480.3562 0 0 0
Base 4 32 UDCon12 Min -0.1681 -10.3362 1371.1073 0 0 0
Base 4 32 UDCon13 Max 2.1884 4.5911 1475.4238 0 0 0
Base 4 32 UDCon13 Min -0.183 -1.4733 1366.1749 0 0 0
Base 4 32 UDCon14 Max 2.2032 -4.2719 1480.3562 0 0 0
Base 4 32 UDCon14 Min -0.1681 -10.3362 1371.1073 0 0 0
Base 4 32 UDCon15 Max 0.0974 1.1941 2123.1193 0 0 0
Base 4 32 UDCon15 Min -3.4286 0.6352 2118.3257 0 0 0Base 4 32 UDCon16 Max 5.4431 -7.3777 1743.6237 0 0 0
Base 4 32 UDCon16 Min 1.9172 -7.9367 1738.8301 0 0 0
Base 4 32 UDCon17 Max 5.8916 17.1582 1774.1751 0 0 0
Base 4 32 UDCon17 Min 1.4846 16.4466 1768.1568 0 0 0
Base 4 32 UDCon18 Max 0.5299 -23.1892 2093.7926 0 0 0
Base 4 32 UDCon18 Min -3.8771 -23.9008 2087.7742 0 0 0
Base 4 32 UDCon19 Max 0.3526 1.3047 2216.7404 0 0 0
Base 4 32 UDCon19 Min -3.761 0.6526 2211.1479 0 0 0
Base 4 32 UDCon20 Max 6.5893 -8.6958 1773.9956 0 0 0
Base 4 32 UDCon20 Min 2.4757 -9.3478 1768.403 0 0 0
Base 4 32 UDCon21 Max 7.1126 19.9295 1809.6389 0 0 0
Base 4 32 UDCon21 Min 1.9711 19.0993 1802.6175 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 4 32 UDCon22 Max 0.8573 -27.1425 2182.526 0 0 0
Base 4 32 UDCon22 Min -4.2843 -27.9727 2175.5045 0 0 0
Base 4 32 UDCon23 Max -0.0514 2.4537 1647.4342 0 0 0
Base 4 32 UDCon23 Min -4.165 1.8016 1641.8417 0 0 0
Base 4 32 UDCon24 Max 6.1853 -7.5468 1204.6893 0 0 0
Base 4 32 UDCon24 Min 2.0717 -8.1988 1199.0968 0 0 0
Base 4 32 UDCon25 Max 6.7086 21.0785 1240.3327 0 0 0
Base 4 32 UDCon25 Min 1.567 20.2483 1233.3113 0 0 0
Base 4 32 UDCon26 Max 0.4532 -25.9934 1613.2197 0 0 0
Base 4 32 UDCon26 Min -4.6883 -26.8236 1606.1983 0 0 0
Base 4 32 UDWal1 1.4142 -4.0216 1992.5717 0 0 0
Base 4 32 UDWal2 1.141 -3.9205 2289.9798 0 0 0
Base 4 32 UDWal3 Max 2.0172 3.0261 1975.6818 0 0 0
Base 4 32 UDWal3 Min -0.0154 -2.1719 1882.0398 0 0 0Base 4 32 UDWal4 Max 2.0299 -4.5707 1979.9095 0 0 0
Base 4 32 UDWal4 Min -0.0027 -9.7687 1886.2676 0 0 0
Base 4 32 UDWal5 Max 2.0172 3.0261 1975.6818 0 0 0
Base 4 32 UDWal5 Min -0.0154 -2.1719 1882.0398 0 0 0
Base 4 32 UDWal6 Max 2.0299 -4.5707 1979.9095 0 0 0
Base 4 32 UDWal6 Min -0.0027 -9.7687 1886.2676 0 0 0
Base 4 32 UDWal7 Max 2.5924 3.4421 2044.73 0 0 0
Base 4 32 UDWal7 Min 0.2211 -2.6223 1935.4811 0 0 0
Base 4 32 UDWal8 Max 2.6073 -5.4209 2049.6624 0 0 0
Base 4 32 UDWal8 Min 0.2359 -11.4852 1940.4135 0 0 0
Base 4 32 UDWal9 Max 2.5924 3.4421 2044.73 0 0 0
Base 4 32 UDWal9 Min 0.2211 -2.6223 1935.4811 0 0 0
Base 4 32 UDWal10 Max 2.6073 -5.4209 2049.6624 0 0 0
Base 4 32 UDWal10 Min 0.2359 -11.4852 1940.4135 0 0 0
Base 4 32 UDWal11 Max 2.1884 4.5911 1475.4238 0 0 0
Base 4 32 UDWal11 Min -0.183 -1.4733 1366.1749 0 0 0
Base 4 32 UDWal12 Max 2.2032 -4.2719 1480.3562 0 0 0
Base 4 32 UDWal12 Min -0.1681 -10.3362 1371.1073 0 0 0
Base 4 32 UDWal13 Max 2.1884 4.5911 1475.4238 0 0 0
Base 4 32 UDWal13 Min -0.183 -1.4733 1366.1749 0 0 0
Base 4 32 UDWal14 Max 2.2032 -4.2719 1480.3562 0 0 0
Base 4 32 UDWal14 Min -0.1681 -10.3362 1371.1073 0 0 0
Base 4 32 UDWal15 Max 0.0974 1.1941 2123.1193 0 0 0Base 4 32 UDWal15 Min -3.4286 0.6352 2118.3257 0 0 0
Base 4 32 UDWal16 Max 5.4431 -7.3777 1743.6237 0 0 0
Base 4 32 UDWal16 Min 1.9172 -7.9367 1738.8301 0 0 0
Base 4 32 UDWal17 Max 5.8916 17.1582 1774.1751 0 0 0
Base 4 32 UDWal17 Min 1.4846 16.4466 1768.1568 0 0 0
Base 4 32 UDWal18 Max 0.5299 -23.1892 2093.7926 0 0 0
Base 4 32 UDWal18 Min -3.8771 -23.9008 2087.7742 0 0 0
Base 4 32 UDWal19 Max 0.3526 1.3047 2216.7404 0 0 0
Base 4 32 UDWal19 Min -3.761 0.6526 2211.1479 0 0 0
Base 4 32 UDWal20 Max 6.5893 -8.6958 1773.9956 0 0 0
Base 4 32 UDWal20 Min 2.4757 -9.3478 1768.403 0 0 0
Base 4 32 UDWal21 Max 7.1126 19.9295 1809.6389 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 4 32 UDWal21 Min 1.9711 19.0993 1802.6175 0 0 0
Base 4 32 UDWal22 Max 0.8573 -27.1425 2182.526 0 0 0
Base 4 32 UDWal22 Min -4.2843 -27.9727 2175.5045 0 0 0
Base 4 32 UDWal23 Max -0.0514 2.4537 1647.4342 0 0 0
Base 4 32 UDWal23 Min -4.165 1.8016 1641.8417 0 0 0
Base 4 32 UDWal24 Max 6.1853 -7.5468 1204.6893 0 0 0
Base 4 32 UDWal24 Min 2.0717 -8.1988 1199.0968 0 0 0
Base 4 32 UDWal25 Max 6.7086 21.0785 1240.3327 0 0 0
Base 4 32 UDWal25 Min 1.567 20.2483 1233.3113 0 0 0
Base 4 32 UDWal26 Max 0.4532 -25.9934 1613.2197 0 0 0
Base 4 32 UDWal26 Min -4.6883 -26.8236 1606.1983 0 0 0
Base 5 40 Dead -8.0798 4.656 831.6295 0 0 0
Base 5 40 Live 0.3163 -0.5682 96.951 0 0 0
Base 5 40 EQX 1 0.99 -2.9258 124.0407 0 0 0Base 5 40 EQX 2 1.1398 1.0347 84.351 0 0 0
Base 5 40 EQY 1 1.1671 20.0505 -247.1113 0 0 0
Base 5 40 EQY 2 0.9791 15.0861 -197.182 0 0 0
Base 5 40 WIND-X 1 0.2496 0.0868 21.2919 0 0 0
Base 5 40 WIND-X 2 0.3753 5.5796 -67.0071 0 0 0
Base 5 40 WIND-Y 1 0.2496 0.0868 21.2919 0 0 0
Base 5 40 WIND-Y 2 0.3753 5.5796 -67.0071 0 0 0
Base 5 40 UDCon1 -11.3117 6.5184 1164.2813 0 0 0
Base 5 40 UDCon2 -10.8057 5.6092 1319.4029 0 0 0
Base 5 40 UDCon3 Max -8.8659 11.6009 1139.8469 0 0 0
Base 5 40 UDCon3 Min -9.0167 5.0095 1033.8881 0 0 0
Base 5 40 UDCon4 Max -9.6158 4.8012 1194.7051 0 0 0
Base 5 40 UDCon4 Min -9.7666 -1.7903 1088.7463 0 0 0
Base 5 40 UDCon5 Max -8.8659 11.6009 1139.8469 0 0 0
Base 5 40 UDCon5 Min -9.0167 5.0095 1033.8881 0 0 0
Base 5 40 UDCon6 Max -9.6158 4.8012 1194.7051 0 0 0
Base 5 40 UDCon6 Min -9.7666 -1.7903 1088.7463 0 0 0
Base 5 40 UDCon7 Max -10.7864 14.3299 1194.09 0 0 0
Base 5 40 UDCon7 Min -10.9622 6.6399 1070.4714 0 0 0
Base 5 40 UDCon8 Max -11.6612 6.3969 1258.0912 0 0 0
Base 5 40 UDCon8 Min -11.8371 -1.2931 1134.4726 0 0 0
Base 5 40 UDCon9 Max -10.7864 14.3299 1194.09 0 0 0
Base 5 40 UDCon9 Min -10.9622 6.6399 1070.4714 0 0 0Base 5 40 UDCon10 Max -11.6612 6.3969 1258.0912 0 0 0
Base 5 40 UDCon10 Min -11.8371 -1.2931 1134.4726 0 0 0
Base 5 40 UDCon11 Max -7.5544 12.4675 861.4382 0 0 0
Base 5 40 UDCon11 Min -7.7303 4.7775 737.8196 0 0 0
Base 5 40 UDCon12 Max -8.4293 4.5345 925.4394 0 0 0
Base 5 40 UDCon12 Min -8.6052 -3.1555 801.8208 0 0 0
Base 5 40 UDCon13 Max -7.5544 12.4675 861.4382 0 0 0
Base 5 40 UDCon13 Min -7.7303 4.7775 737.8196 0 0 0
Base 5 40 UDCon14 Max -8.4293 4.5345 925.4394 0 0 0
Base 5 40 UDCon14 Min -8.6052 -3.1555 801.8208 0 0 0
Base 5 40 UDCon15 Max -7.9485 6.147 1263.1454 0 0 0
Base 5 40 UDCon15 Min -8.1283 1.3944 1215.5178 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 5 40 UDCon16 Max -10.5042 8.4162 1013.0754 0 0 0
Base 5 40 UDCon16 Min -10.6841 3.6636 965.4478 0 0 0
Base 5 40 UDCon17 Max -7.9158 28.9659 877.6783 0 0 0
Base 5 40 UDCon17 Min -8.1414 23.0086 817.7631 0 0 0
Base 5 40 UDCon18 Max -10.4912 -13.198 1410.8302 0 0 0
Base 5 40 UDCon18 Min -10.7167 -19.1553 1350.915 0 0 0
Base 5 40 UDCon19 Max -9.716 7.967 1337.9382 0 0 0
Base 5 40 UDCon19 Min -9.9258 2.4223 1282.3727 0 0 0
Base 5 40 UDCon20 Max -12.6977 10.6145 1046.1899 0 0 0
Base 5 40 UDCon20 Min -12.9075 5.0698 990.6244 0 0 0
Base 5 40 UDCon21 Max -9.6778 34.5891 888.2265 0 0 0
Base 5 40 UDCon21 Min -9.941 27.6389 818.3255 0 0 0
Base 5 40 UDCon22 Max -12.6824 -14.6022 1510.2371 0 0 0
Base 5 40 UDCon22 Min -12.9456 -21.5524 1440.3361 0 0 0Base 5 40 UDCon23 Max -6.484 6.1046 1005.2864 0 0 0
Base 5 40 UDCon23 Min -6.6939 0.5599 949.7209 0 0 0
Base 5 40 UDCon24 Max -9.4658 8.7521 713.5381 0 0 0
Base 5 40 UDCon24 Min -9.6756 3.2074 657.9726 0 0 0
Base 5 40 UDCon25 Max -6.4459 32.7267 555.5747 0 0 0
Base 5 40 UDCon25 Min -6.7091 25.7765 485.6737 0 0 0
Base 5 40 UDCon26 Max -9.4505 -16.4646 1177.5853 0 0 0
Base 5 40 UDCon26 Min -9.7137 -23.4148 1107.6843 0 0 0
Base 5 40 UDWal1 -11.3117 6.5184 1164.2813 0 0 0
Base 5 40 UDWal2 -10.8057 5.6092 1319.4029 0 0 0
Base 5 40 UDWal3 Max -8.8659 11.6009 1139.8469 0 0 0
Base 5 40 UDWal3 Min -9.0167 5.0095 1033.8881 0 0 0
Base 5 40 UDWal4 Max -9.6158 4.8012 1194.7051 0 0 0
Base 5 40 UDWal4 Min -9.7666 -1.7903 1088.7463 0 0 0
Base 5 40 UDWal5 Max -8.8659 11.6009 1139.8469 0 0 0
Base 5 40 UDWal5 Min -9.0167 5.0095 1033.8881 0 0 0
Base 5 40 UDWal6 Max -9.6158 4.8012 1194.7051 0 0 0
Base 5 40 UDWal6 Min -9.7666 -1.7903 1088.7463 0 0 0
Base 5 40 UDWal7 Max -10.7864 14.3299 1194.09 0 0 0
Base 5 40 UDWal7 Min -10.9622 6.6399 1070.4714 0 0 0
Base 5 40 UDWal8 Max -11.6612 6.3969 1258.0912 0 0 0
Base 5 40 UDWal8 Min -11.8371 -1.2931 1134.4726 0 0 0
Base 5 40 UDWal9 Max -10.7864 14.3299 1194.09 0 0 0Base 5 40 UDWal9 Min -10.9622 6.6399 1070.4714 0 0 0
Base 5 40 UDWal10 Max -11.6612 6.3969 1258.0912 0 0 0
Base 5 40 UDWal10 Min -11.8371 -1.2931 1134.4726 0 0 0
Base 5 40 UDWal11 Max -7.5544 12.4675 861.4382 0 0 0
Base 5 40 UDWal11 Min -7.7303 4.7775 737.8196 0 0 0
Base 5 40 UDWal12 Max -8.4293 4.5345 925.4394 0 0 0
Base 5 40 UDWal12 Min -8.6052 -3.1555 801.8208 0 0 0
Base 5 40 UDWal13 Max -7.5544 12.4675 861.4382 0 0 0
Base 5 40 UDWal13 Min -7.7303 4.7775 737.8196 0 0 0
Base 5 40 UDWal14 Max -8.4293 4.5345 925.4394 0 0 0
Base 5 40 UDWal14 Min -8.6052 -3.1555 801.8208 0 0 0
Base 5 40 UDWal15 Max -7.9485 6.147 1263.1454 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 5 40 UDWal15 Min -8.1283 1.3944 1215.5178 0 0 0
Base 5 40 UDWal16 Max -10.5042 8.4162 1013.0754 0 0 0
Base 5 40 UDWal16 Min -10.6841 3.6636 965.4478 0 0 0
Base 5 40 UDWal17 Max -7.9158 28.9659 877.6783 0 0 0
Base 5 40 UDWal17 Min -8.1414 23.0086 817.7631 0 0 0
Base 5 40 UDWal18 Max -10.4912 -13.198 1410.8302 0 0 0
Base 5 40 UDWal18 Min -10.7167 -19.1553 1350.915 0 0 0
Base 5 40 UDWal19 Max -9.716 7.967 1337.9382 0 0 0
Base 5 40 UDWal19 Min -9.9258 2.4223 1282.3727 0 0 0
Base 5 40 UDWal20 Max -12.6977 10.6145 1046.1899 0 0 0
Base 5 40 UDWal20 Min -12.9075 5.0698 990.6244 0 0 0
Base 5 40 UDWal21 Max -9.6778 34.5891 888.2265 0 0 0
Base 5 40 UDWal21 Min -9.941 27.6389 818.3255 0 0 0
Base 5 40 UDWal22 Max -12.6824 -14.6022 1510.2371 0 0 0Base 5 40 UDWal22 Min -12.9456 -21.5524 1440.3361 0 0 0
Base 5 40 UDWal23 Max -6.484 6.1046 1005.2864 0 0 0
Base 5 40 UDWal23 Min -6.6939 0.5599 949.7209 0 0 0
Base 5 40 UDWal24 Max -9.4658 8.7521 713.5381 0 0 0
Base 5 40 UDWal24 Min -9.6756 3.2074 657.9726 0 0 0
Base 5 40 UDWal25 Max -6.4459 32.7267 555.5747 0 0 0
Base 5 40 UDWal25 Min -6.7091 25.7765 485.6737 0 0 0
Base 5 40 UDWal26 Max -9.4505 -16.4646 1177.5853 0 0 0
Base 5 40 UDWal26 Min -9.7137 -23.4148 1107.6843 0 0 0
Base 6 48 Dead 18.4471 23.452 927.8389 0 0 0
Base 6 48 Live 0.0657 -0.275 94.0823 0 0 0
Base 6 48 EQX 1 -2.7066 -33.4106 -55.6159 0 0 0
Base 6 48 EQX 2 -3.2676 -18.4808 -89.3443 0 0 0
Base 6 48 EQY 1 0.2916 -18.3403 119.1738 0 0 0
Base 6 48 EQY 2 0.9929 -36.9891 161.5494 0 0 0
Base 6 48 WIND-X 1 -0.6857 -6.1226 -19.5427 0 0 0
Base 6 48 WIND-X 2 0.2489 -10.4408 43.3545 0 0 0
Base 6 48 WIND-Y 1 -0.6857 -6.1226 -19.5427 0 0 0
Base 6 48 WIND-Y 2 0.2489 -10.4408 43.3545 0 0 0
Base 6 48 UDCon1 25.826 32.8329 1298.9745 0 0 0
Base 6 48 UDCon2 25.931 32.3929 1449.5061 0 0 0
Base 6 48 UDCon3 Max 22.5141 20.4653 1278.3308 0 0 0
Base 6 48 UDCon3 Min 21.3925 15.2836 1202.8541 0 0 0Base 6 48 UDCon4 Max 23.0382 40.3414 1249.7567 0 0 0
Base 6 48 UDCon4 Min 21.9166 35.1597 1174.2801 0 0 0
Base 6 48 UDCon5 Max 22.5141 20.4653 1278.3308 0 0 0
Base 6 48 UDCon5 Min 21.3925 15.2836 1202.8541 0 0 0
Base 6 48 UDCon6 Max 23.0382 40.3414 1249.7567 0 0 0
Base 6 48 UDCon6 Min 21.9166 35.1597 1174.2801 0 0 0
Base 6 48 UDCon7 Max 26.1745 24.2611 1359.6707 0 0 0
Base 6 48 UDCon7 Min 24.866 18.2158 1271.6147 0 0 0
Base 6 48 UDCon8 Max 26.786 47.4499 1326.3343 0 0 0
Base 6 48 UDCon8 Min 25.4775 41.4046 1238.2782 0 0 0
Base 6 48 UDCon9 Max 26.1745 24.2611 1359.6707 0 0 0
Base 6 48 UDCon9 Min 24.866 18.2158 1271.6147 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 6 48 UDCon10 Max 26.786 47.4499 1326.3343 0 0 0
Base 6 48 UDCon10 Min 25.4775 41.4046 1238.2782 0 0 0
Base 6 48 UDCon11 Max 18.7956 14.8803 988.5352 0 0 0
Base 6 48 UDCon11 Min 17.4871 8.835 900.4791 0 0 0
Base 6 48 UDCon12 Max 19.4071 38.0691 955.1987 0 0 0
Base 6 48 UDCon12 Min 18.0986 32.0237 867.1427 0 0 0
Base 6 48 UDCon13 Max 18.7956 14.8803 988.5352 0 0 0
Base 6 48 UDCon13 Min 17.4871 8.835 900.4791 0 0 0
Base 6 48 UDCon14 Max 19.4071 38.0691 955.1987 0 0 0
Base 6 48 UDCon14 Min 18.0986 32.0237 867.1427 0 0 0
Base 6 48 UDCon15 Max 18.9674 5.6355 1159.5664 0 0 0
Base 6 48 UDCon15 Min 18.2942 -12.2803 1119.0922 0 0 0
Base 6 48 UDCon16 Max 26.1364 67.9052 1333.5186 0 0 0
Base 6 48 UDCon16 Min 25.4633 49.9894 1293.0445 0 0 0Base 6 48 UDCon17 Max 23.4068 5.8041 1420.1647 0 0 0
Base 6 48 UDCon17 Min 22.5653 -16.5745 1369.314 0 0 0
Base 6 48 UDCon18 Max 21.8654 72.1995 1083.2968 0 0 0
Base 6 48 UDCon18 Min 21.0239 49.8209 1032.4461 0 0 0
Base 6 48 UDCon19 Max 22.0367 6.9597 1221.1123 0 0 0
Base 6 48 UDCon19 Min 21.2513 -13.942 1173.8925 0 0 0
Base 6 48 UDCon20 Max 30.4006 79.6077 1424.0565 0 0 0
Base 6 48 UDCon20 Min 29.6152 58.706 1376.8367 0 0 0
Base 6 48 UDCon21 Max 27.216 7.1564 1525.1437 0 0 0
Base 6 48 UDCon21 Min 26.2343 -18.9519 1465.8178 0 0 0
Base 6 48 UDCon22 Max 25.4177 84.6177 1132.1312 0 0 0
Base 6 48 UDCon22 Min 24.4359 58.5093 1072.8053 0 0 0
Base 6 48 UDCon23 Max 14.6578 -2.4211 849.9767 0 0 0
Base 6 48 UDCon23 Min 13.8725 -23.3228 802.7569 0 0 0
Base 6 48 UDCon24 Max 23.0217 70.2269 1052.9209 0 0 0
Base 6 48 UDCon24 Min 22.2364 49.3251 1005.7011 0 0 0
Base 6 48 UDCon25 Max 19.8371 -2.2244 1154.0081 0 0 0
Base 6 48 UDCon25 Min 18.8554 -28.3328 1094.6823 0 0 0
Base 6 48 UDCon26 Max 18.0388 75.2368 760.9956 0 0 0
Base 6 48 UDCon26 Min 17.0571 49.1285 701.6697 0 0 0
Base 6 48 UDWal1 25.826 32.8329 1298.9745 0 0 0
Base 6 48 UDWal2 25.931 32.3929 1449.5061 0 0 0
Base 6 48 UDWal3 Max 22.5141 20.4653 1278.3308 0 0 0Base 6 48 UDWal3 Min 21.3925 15.2836 1202.8541 0 0 0
Base 6 48 UDWal4 Max 23.0382 40.3414 1249.7567 0 0 0
Base 6 48 UDWal4 Min 21.9166 35.1597 1174.2801 0 0 0
Base 6 48 UDWal5 Max 22.5141 20.4653 1278.3308 0 0 0
Base 6 48 UDWal5 Min 21.3925 15.2836 1202.8541 0 0 0
Base 6 48 UDWal6 Max 23.0382 40.3414 1249.7567 0 0 0
Base 6 48 UDWal6 Min 21.9166 35.1597 1174.2801 0 0 0
Base 6 48 UDWal7 Max 26.1745 24.2611 1359.6707 0 0 0
Base 6 48 UDWal7 Min 24.866 18.2158 1271.6147 0 0 0
Base 6 48 UDWal8 Max 26.786 47.4499 1326.3343 0 0 0
Base 6 48 UDWal8 Min 25.4775 41.4046 1238.2782 0 0 0
Base 6 48 UDWal9 Max 26.1745 24.2611 1359.6707 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 6 48 UDWal9 Min 24.866 18.2158 1271.6147 0 0 0
Base 6 48 UDWal10 Max 26.786 47.4499 1326.3343 0 0 0
Base 6 48 UDWal10 Min 25.4775 41.4046 1238.2782 0 0 0
Base 6 48 UDWal11 Max 18.7956 14.8803 988.5352 0 0 0
Base 6 48 UDWal11 Min 17.4871 8.835 900.4791 0 0 0
Base 6 48 UDWal12 Max 19.4071 38.0691 955.1987 0 0 0
Base 6 48 UDWal12 Min 18.0986 32.0237 867.1427 0 0 0
Base 6 48 UDWal13 Max 18.7956 14.8803 988.5352 0 0 0
Base 6 48 UDWal13 Min 17.4871 8.835 900.4791 0 0 0
Base 6 48 UDWal14 Max 19.4071 38.0691 955.1987 0 0 0
Base 6 48 UDWal14 Min 18.0986 32.0237 867.1427 0 0 0
Base 6 48 UDWal15 Max 18.9674 5.6355 1159.5664 0 0 0
Base 6 48 UDWal15 Min 18.2942 -12.2803 1119.0922 0 0 0
Base 6 48 UDWal16 Max 26.1364 67.9052 1333.5186 0 0 0Base 6 48 UDWal16 Min 25.4633 49.9894 1293.0445 0 0 0
Base 6 48 UDWal17 Max 23.4068 5.8041 1420.1647 0 0 0
Base 6 48 UDWal17 Min 22.5653 -16.5745 1369.314 0 0 0
Base 6 48 UDWal18 Max 21.8654 72.1995 1083.2968 0 0 0
Base 6 48 UDWal18 Min 21.0239 49.8209 1032.4461 0 0 0
Base 6 48 UDWal19 Max 22.0367 6.9597 1221.1123 0 0 0
Base 6 48 UDWal19 Min 21.2513 -13.942 1173.8925 0 0 0
Base 6 48 UDWal20 Max 30.4006 79.6077 1424.0565 0 0 0
Base 6 48 UDWal20 Min 29.6152 58.706 1376.8367 0 0 0
Base 6 48 UDWal21 Max 27.216 7.1564 1525.1437 0 0 0
Base 6 48 UDWal21 Min 26.2343 -18.9519 1465.8178 0 0 0
Base 6 48 UDWal22 Max 25.4177 84.6177 1132.1312 0 0 0
Base 6 48 UDWal22 Min 24.4359 58.5093 1072.8053 0 0 0
Base 6 48 UDWal23 Max 14.6578 -2.4211 849.9767 0 0 0
Base 6 48 UDWal23 Min 13.8725 -23.3228 802.7569 0 0 0
Base 6 48 UDWal24 Max 23.0217 70.2269 1052.9209 0 0 0
Base 6 48 UDWal24 Min 22.2364 49.3251 1005.7011 0 0 0
Base 6 48 UDWal25 Max 19.8371 -2.2244 1154.0081 0 0 0
Base 6 48 UDWal25 Min 18.8554 -28.3328 1094.6823 0 0 0
Base 6 48 UDWal26 Max 18.0388 75.2368 760.9956 0 0 0
Base 6 48 UDWal26 Min 17.0571 49.1285 701.6697 0 0 0
Base 7 56 Dead 4.0762 8.7175 1393.1811 0 0 0
Base 7 56 Live -0.8579 -0.0938 179.6181 0 0 0Base 7 56 EQX 1 -0.5118 11.2588 24.609 0 0 0
Base 7 56 EQX 2 -1.2362 5.3127 22.0576 0 0 0
Base 7 56 EQY 1 -0.1585 -15.3148 -76.2668 0 0 0
Base 7 56 EQY 2 0.7462 -7.8822 -73.041 0 0 0
Base 7 56 WIND-X 1 -0.342 1.8565 4.4429 0 0 0
Base 7 56 WIND-X 2 0.136 -3.9068 -22.2119 0 0 0
Base 7 56 WIND-Y 1 -0.342 1.8565 4.4429 0 0 0
Base 7 56 WIND-Y 2 0.136 -3.9068 -22.2119 0 0 0
Base 7 56 UDCon1 5.7067 12.2045 1950.4535 0 0 0
Base 7 56 UDCon2 4.3341 12.0544 2237.8424 0 0 0
Base 7 56 UDCon3 Max 4.0252 12.5763 1892.6905 0 0 0
Base 7 56 UDCon3 Min 3.4516 5.6602 1860.7047 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 7 56 UDCon4 Max 4.2724 15.0366 1914.0133 0 0 0
Base 7 56 UDCon4 Min 3.6987 8.1206 1882.0275 0 0 0
Base 7 56 UDCon5 Max 4.0252 12.5763 1892.6905 0 0 0
Base 7 56 UDCon5 Min 3.4516 5.6602 1860.7047 0 0 0
Base 7 56 UDCon6 Max 4.2724 15.0366 1914.0133 0 0 0
Base 7 56 UDCon6 Min 3.6987 8.1206 1882.0275 0 0 0
Base 7 56 UDCon7 Max 5.8971 14.8036 1956.6736 0 0 0
Base 7 56 UDCon7 Min 5.2279 6.7349 1919.3569 0 0 0
Base 7 56 UDCon8 Max 6.1855 17.6741 1981.5502 0 0 0
Base 7 56 UDCon8 Min 5.5162 9.6054 1944.2335 0 0 0
Base 7 56 UDCon9 Max 5.8971 14.8036 1956.6736 0 0 0
Base 7 56 UDCon9 Min 5.2279 6.7349 1919.3569 0 0 0
Base 7 56 UDCon10 Max 6.1855 17.6741 1981.5502 0 0 0
Base 7 56 UDCon10 Min 5.5162 9.6054 1944.2335 0 0 0Base 7 56 UDCon11 Max 4.2667 11.3166 1399.4012 0 0 0
Base 7 56 UDCon11 Min 3.5974 3.2479 1362.0844 0 0 0
Base 7 56 UDCon12 Max 4.555 14.1871 1424.2778 0 0 0
Base 7 56 UDCon12 Min 3.8857 6.1184 1386.961 0 0 0
Base 7 56 UDCon13 Max 4.2667 11.3166 1399.4012 0 0 0
Base 7 56 UDCon13 Min 3.5974 3.2479 1362.0844 0 0 0
Base 7 56 UDCon14 Max 4.555 14.1871 1424.2778 0 0 0
Base 7 56 UDCon14 Min 3.8857 6.1184 1386.961 0 0 0
Base 7 56 UDCon15 Max 3.2479 23.859 1916.8898 0 0 0
Base 7 56 UDCon15 Min 2.3786 16.7236 1913.8282 0 0 0
Base 7 56 UDCon16 Max 5.3454 3.9732 1860.8898 0 0 0
Base 7 56 UDCon16 Min 4.4761 -3.1622 1857.8282 0 0 0
Base 7 56 UDCon17 Max 4.7575 0.8898 1799.7098 0 0 0
Base 7 56 UDCon17 Min 3.6718 -8.0294 1795.8388 0 0 0
Base 7 56 UDCon18 Max 4.0522 28.7262 1978.8792 0 0 0
Base 7 56 UDCon18 Min 2.9665 19.807 1975.0081 0 0 0
Base 7 56 UDCon19 Max 4.9902 27.9669 1984.9062 0 0 0
Base 7 56 UDCon19 Min 3.976 19.6422 1981.3342 0 0 0
Base 7 56 UDCon20 Max 7.4373 4.7668 1919.5729 0 0 0
Base 7 56 UDCon20 Min 6.4232 -3.5579 1916.0009 0 0 0
Base 7 56 UDCon21 Max 6.7514 1.1695 1848.1962 0 0 0
Base 7 56 UDCon21 Min 5.4848 -9.2363 1843.68 0 0 0
Base 7 56 UDCon22 Max 5.9286 33.6453 2057.2271 0 0 0Base 7 56 UDCon22 Min 4.662 23.2395 2052.7109 0 0 0
Base 7 56 UDCon23 Max 3.3597 24.4799 1427.6337 0 0 0
Base 7 56 UDCon23 Min 2.3456 16.1552 1424.0618 0 0 0
Base 7 56 UDCon24 Max 5.8068 1.2798 1362.3004 0 0 0
Base 7 56 UDCon24 Min 4.7927 -7.0449 1358.7285 0 0 0
Base 7 56 UDCon25 Max 5.1209 -2.3175 1290.9238 0 0 0
Base 7 56 UDCon25 Min 3.8543 -12.7233 1286.4076 0 0 0
Base 7 56 UDCon26 Max 4.2981 30.1583 1499.9546 0 0 0
Base 7 56 UDCon26 Min 3.0315 19.7525 1495.4384 0 0 0
Base 7 56 UDWal1 5.7067 12.2045 1950.4535 0 0 0
Base 7 56 UDWal2 4.3341 12.0544 2237.8424 0 0 0
Base 7 56 UDWal3 Max 4.0252 12.5763 1892.6905 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 7 56 UDWal3 Min 3.4516 5.6602 1860.7047 0 0 0
Base 7 56 UDWal4 Max 4.2724 15.0366 1914.0133 0 0 0
Base 7 56 UDWal4 Min 3.6987 8.1206 1882.0275 0 0 0
Base 7 56 UDWal5 Max 4.0252 12.5763 1892.6905 0 0 0
Base 7 56 UDWal5 Min 3.4516 5.6602 1860.7047 0 0 0
Base 7 56 UDWal6 Max 4.2724 15.0366 1914.0133 0 0 0
Base 7 56 UDWal6 Min 3.6987 8.1206 1882.0275 0 0 0
Base 7 56 UDWal7 Max 5.8971 14.8036 1956.6736 0 0 0
Base 7 56 UDWal7 Min 5.2279 6.7349 1919.3569 0 0 0
Base 7 56 UDWal8 Max 6.1855 17.6741 1981.5502 0 0 0
Base 7 56 UDWal8 Min 5.5162 9.6054 1944.2335 0 0 0
Base 7 56 UDWal9 Max 5.8971 14.8036 1956.6736 0 0 0
Base 7 56 UDWal9 Min 5.2279 6.7349 1919.3569 0 0 0
Base 7 56 UDWal10 Max 6.1855 17.6741 1981.5502 0 0 0Base 7 56 UDWal10 Min 5.5162 9.6054 1944.2335 0 0 0
Base 7 56 UDWal11 Max 4.2667 11.3166 1399.4012 0 0 0
Base 7 56 UDWal11 Min 3.5974 3.2479 1362.0844 0 0 0
Base 7 56 UDWal12 Max 4.555 14.1871 1424.2778 0 0 0
Base 7 56 UDWal12 Min 3.8857 6.1184 1386.961 0 0 0
Base 7 56 UDWal13 Max 4.2667 11.3166 1399.4012 0 0 0
Base 7 56 UDWal13 Min 3.5974 3.2479 1362.0844 0 0 0
Base 7 56 UDWal14 Max 4.555 14.1871 1424.2778 0 0 0
Base 7 56 UDWal14 Min 3.8857 6.1184 1386.961 0 0 0
Base 7 56 UDWal15 Max 3.2479 23.859 1916.8898 0 0 0
Base 7 56 UDWal15 Min 2.3786 16.7236 1913.8282 0 0 0
Base 7 56 UDWal16 Max 5.3454 3.9732 1860.8898 0 0 0
Base 7 56 UDWal16 Min 4.4761 -3.1622 1857.8282 0 0 0
Base 7 56 UDWal17 Max 4.7575 0.8898 1799.7098 0 0 0
Base 7 56 UDWal17 Min 3.6718 -8.0294 1795.8388 0 0 0
Base 7 56 UDWal18 Max 4.0522 28.7262 1978.8792 0 0 0
Base 7 56 UDWal18 Min 2.9665 19.807 1975.0081 0 0 0
Base 7 56 UDWal19 Max 4.9902 27.9669 1984.9062 0 0 0
Base 7 56 UDWal19 Min 3.976 19.6422 1981.3342 0 0 0
Base 7 56 UDWal20 Max 7.4373 4.7668 1919.5729 0 0 0
Base 7 56 UDWal20 Min 6.4232 -3.5579 1916.0009 0 0 0
Base 7 56 UDWal21 Max 6.7514 1.1695 1848.1962 0 0 0
Base 7 56 UDWal21 Min 5.4848 -9.2363 1843.68 0 0 0Base 7 56 UDWal22 Max 5.9286 33.6453 2057.2271 0 0 0
Base 7 56 UDWal22 Min 4.662 23.2395 2052.7109 0 0 0
Base 7 56 UDWal23 Max 3.3597 24.4799 1427.6337 0 0 0
Base 7 56 UDWal23 Min 2.3456 16.1552 1424.0618 0 0 0
Base 7 56 UDWal24 Max 5.8068 1.2798 1362.3004 0 0 0
Base 7 56 UDWal24 Min 4.7927 -7.0449 1358.7285 0 0 0
Base 7 56 UDWal25 Max 5.1209 -2.3175 1290.9238 0 0 0
Base 7 56 UDWal25 Min 3.8543 -12.7233 1286.4076 0 0 0
Base 7 56 UDWal26 Max 4.2981 30.1583 1499.9546 0 0 0
Base 7 56 UDWal26 Min 3.0315 19.7525 1495.4384 0 0 0
Base 8 64 Dead -12.6754 2.7511 824.1828 0 0 0
Base 8 64 Live 0.0241 -0.199 84.2216 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 8 64 EQX 1 -8.1613 30.8731 186.6524 0 0 0
Base 8 64 EQX 2 -9.8105 14.1929 163.0057 0 0 0
Base 8 64 EQY 1 1.8268 -26.0934 -145.7033 0 0 0
Base 8 64 EQY 2 3.888 -5.2425 -115.9992 0 0 0
Base 8 64 WIND-X 1 -2.4757 5.0077 39.5819 0 0 0
Base 8 64 WIND-X 2 0.9958 -5.065 -39.6842 0 0 0
Base 8 64 WIND-Y 1 -2.4757 5.0077 39.5819 0 0 0
Base 8 64 WIND-Y 2 0.9958 -5.065 -39.6842 0 0 0
Base 8 64 UDCon1 -17.7456 3.8516 1153.856 0 0 0
Base 8 64 UDCon2 -17.7071 3.5332 1288.6105 0 0 0
Base 8 64 UDCon3 Max -13.9866 9.0717 1137.5835 0 0 0
Base 8 64 UDCon3 Min -18.1525 -3.0154 1042.4642 0 0 0
Base 8 64 UDCon4 Max -12.2107 9.1405 1137.7063 0 0 0
Base 8 64 UDCon4 Min -16.3766 -2.9466 1042.587 0 0 0Base 8 64 UDCon5 Max -13.9866 9.0717 1137.5835 0 0 0
Base 8 64 UDCon5 Min -18.1525 -3.0154 1042.4642 0 0 0
Base 8 64 UDCon6 Max -12.2107 9.1405 1137.7063 0 0 0
Base 8 64 UDCon6 Min -16.3766 -2.9466 1042.587 0 0 0
Base 8 64 UDCon7 Max -16.3515 10.8623 1209.2706 0 0 0
Base 8 64 UDCon7 Min -21.2116 -3.2394 1098.2981 0 0 0
Base 8 64 UDCon8 Max -14.2796 10.9426 1209.4138 0 0 0
Base 8 64 UDCon8 Min -19.1397 -3.1591 1098.4413 0 0 0
Base 8 64 UDCon9 Max -16.3515 10.8623 1209.2706 0 0 0
Base 8 64 UDCon9 Min -21.2116 -3.2394 1098.2981 0 0 0
Base 8 64 UDCon10 Max -14.2796 10.9426 1209.4138 0 0 0
Base 8 64 UDCon10 Min -19.1397 -3.1591 1098.4413 0 0 0
Base 8 64 UDCon11 Max -11.2813 9.7619 879.5974 0 0 0
Base 8 64 UDCon11 Min -16.1414 -4.3398 768.625 0 0 0
Base 8 64 UDCon12 Max -9.2094 9.8421 879.7407 0 0 0
Base 8 64 UDCon12 Min -14.0696 -4.2596 768.7682 0 0 0
Base 8 64 UDCon13 Max -11.2813 9.7619 879.5974 0 0 0
Base 8 64 UDCon13 Min -16.1414 -4.3398 768.625 0 0 0
Base 8 64 UDCon14 Max -9.2094 9.8421 879.7407 0 0 0
Base 8 64 UDCon14 Min -14.0696 -4.2596 768.7682 0 0 0
Base 8 64 UDCon15 Max -24.9752 40.1103 1314.0681 0 0 0
Base 8 64 UDCon15 Min -26.9542 20.094 1285.6921 0 0 0
Base 8 64 UDCon16 Max -3.409 -13.9689 894.4785 0 0 0Base 8 64 UDCon16 Min -5.388 -33.9852 866.1025 0 0 0
Base 8 64 UDCon17 Max -10.516 -3.2284 950.8862 0 0 0
Base 8 64 UDCon17 Min -12.9895 -28.2496 915.2413 0 0 0
Base 8 64 UDCon18 Max -17.3738 34.3747 1264.9293 0 0 0
Base 8 64 UDCon18 Min -19.8472 9.3535 1229.2843 0 0 0
Base 8 64 UDCon19 Max -29.1714 47.074 1415.1692 0 0 0
Base 8 64 UDCon19 Min -31.4803 23.7216 1382.0639 0 0 0
Base 8 64 UDCon20 Max -4.0109 -16.0184 925.648 0 0 0
Base 8 64 UDCon20 Min -6.3198 -39.3708 892.5427 0 0 0
Base 8 64 UDCon21 Max -12.3024 -3.4879 991.4571 0 0 0
Base 8 64 UDCon21 Min -15.1881 -32.6792 949.8713 0 0 0
Base 8 64 UDCon22 Max -20.3031 40.3824 1357.8406 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 8 64 UDCon22 Min -23.1888 11.1911 1316.2548 0 0 0
Base 8 64 UDCon23 Max -24.1013 45.9735 1085.4961 0 0 0
Base 8 64 UDCon23 Min -26.4101 22.6212 1052.3908 0 0 0
Base 8 64 UDCon24 Max 1.0593 -17.1189 595.9749 0 0 0
Base 8 64 UDCon24 Min -1.2496 -40.4712 562.8695 0 0 0
Base 8 64 UDCon25 Max -7.2322 -4.5883 661.7839 0 0 0
Base 8 64 UDCon25 Min -10.1179 -33.7797 620.1981 0 0 0
Base 8 64 UDCon26 Max -15.2329 39.282 1028.1675 0 0 0
Base 8 64 UDCon26 Min -18.1187 10.0906 986.5817 0 0 0
Base 8 64 UDWal1 -17.7456 3.8516 1153.856 0 0 0
Base 8 64 UDWal2 -17.7071 3.5332 1288.6105 0 0 0
Base 8 64 UDWal3 Max -13.9866 9.0717 1137.5835 0 0 0
Base 8 64 UDWal3 Min -18.1525 -3.0154 1042.4642 0 0 0
Base 8 64 UDWal4 Max -12.2107 9.1405 1137.7063 0 0 0Base 8 64 UDWal4 Min -16.3766 -2.9466 1042.587 0 0 0
Base 8 64 UDWal5 Max -13.9866 9.0717 1137.5835 0 0 0
Base 8 64 UDWal5 Min -18.1525 -3.0154 1042.4642 0 0 0
Base 8 64 UDWal6 Max -12.2107 9.1405 1137.7063 0 0 0
Base 8 64 UDWal6 Min -16.3766 -2.9466 1042.587 0 0 0
Base 8 64 UDWal7 Max -16.3515 10.8623 1209.2706 0 0 0
Base 8 64 UDWal7 Min -21.2116 -3.2394 1098.2981 0 0 0
Base 8 64 UDWal8 Max -14.2796 10.9426 1209.4138 0 0 0
Base 8 64 UDWal8 Min -19.1397 -3.1591 1098.4413 0 0 0
Base 8 64 UDWal9 Max -16.3515 10.8623 1209.2706 0 0 0
Base 8 64 UDWal9 Min -21.2116 -3.2394 1098.2981 0 0 0
Base 8 64 UDWal10 Max -14.2796 10.9426 1209.4138 0 0 0
Base 8 64 UDWal10 Min -19.1397 -3.1591 1098.4413 0 0 0
Base 8 64 UDWal11 Max -11.2813 9.7619 879.5974 0 0 0
Base 8 64 UDWal11 Min -16.1414 -4.3398 768.625 0 0 0
Base 8 64 UDWal12 Max -9.2094 9.8421 879.7407 0 0 0
Base 8 64 UDWal12 Min -14.0696 -4.2596 768.7682 0 0 0
Base 8 64 UDWal13 Max -11.2813 9.7619 879.5974 0 0 0
Base 8 64 UDWal13 Min -16.1414 -4.3398 768.625 0 0 0
Base 8 64 UDWal14 Max -9.2094 9.8421 879.7407 0 0 0
Base 8 64 UDWal14 Min -14.0696 -4.2596 768.7682 0 0 0
Base 8 64 UDWal15 Max -24.9752 40.1103 1314.0681 0 0 0
Base 8 64 UDWal15 Min -26.9542 20.094 1285.6921 0 0 0Base 8 64 UDWal16 Max -3.409 -13.9689 894.4785 0 0 0
Base 8 64 UDWal16 Min -5.388 -33.9852 866.1025 0 0 0
Base 8 64 UDWal17 Max -10.516 -3.2284 950.8862 0 0 0
Base 8 64 UDWal17 Min -12.9895 -28.2496 915.2413 0 0 0
Base 8 64 UDWal18 Max -17.3738 34.3747 1264.9293 0 0 0
Base 8 64 UDWal18 Min -19.8472 9.3535 1229.2843 0 0 0
Base 8 64 UDWal19 Max -29.1714 47.074 1415.1692 0 0 0
Base 8 64 UDWal19 Min -31.4803 23.7216 1382.0639 0 0 0
Base 8 64 UDWal20 Max -4.0109 -16.0184 925.648 0 0 0
Base 8 64 UDWal20 Min -6.3198 -39.3708 892.5427 0 0 0
Base 8 64 UDWal21 Max -12.3024 -3.4879 991.4571 0 0 0
Base 8 64 UDWal21 Min -15.1881 -32.6792 949.8713 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 8 64 UDWal22 Max -20.3031 40.3824 1357.8406 0 0 0
Base 8 64 UDWal22 Min -23.1888 11.1911 1316.2548 0 0 0
Base 8 64 UDWal23 Max -24.1013 45.9735 1085.4961 0 0 0
Base 8 64 UDWal23 Min -26.4101 22.6212 1052.3908 0 0 0
Base 8 64 UDWal24 Max 1.0593 -17.1189 595.9749 0 0 0
Base 8 64 UDWal24 Min -1.2496 -40.4712 562.8695 0 0 0
Base 8 64 UDWal25 Max -7.2322 -4.5883 661.7839 0 0 0
Base 8 64 UDWal25 Min -10.1179 -33.7797 620.1981 0 0 0
Base 8 64 UDWal26 Max -15.2329 39.282 1028.1675 0 0 0
Base 8 64 UDWal26 Min -18.1187 10.0906 986.5817 0 0 0
Base 9 72 Dead 11.6661 -6.7346 2314.9105 0 0 0
Base 9 72 Live 0.4813 0.141 315.0571 0 0 0
Base 9 72 EQX 1 0.5417 -16.1833 88.0856 0 0 0
Base 9 72 EQX 2 1.1524 -7.2876 83.2035 0 0 0Base 9 72 EQY 1 0.4999 -23.3642 31.0541 0 0 0
Base 9 72 EQY 2 -0.2646 -34.4811 37.1982 0 0 0
Base 9 72 WIND-X 1 0.4013 -2.6077 19.5139 0 0 0
Base 9 72 WIND-X 2 0.0298 -10.0096 10.5432 0 0 0
Base 9 72 WIND-Y 1 0.4013 -2.6077 19.5139 0 0 0
Base 9 72 WIND-Y 2 0.0298 -10.0096 10.5432 0 0 0
Base 9 72 UDCon1 16.3326 -9.4284 3240.8747 0 0 0
Base 9 72 UDCon2 17.1027 -9.2028 3744.9662 0 0 0
Base 9 72 UDCon3 Max 15.0585 -11.0415 3179.3779 0 0 0
Base 9 72 UDCon3 Min 14.6127 -19.9238 3168.6131 0 0 0
Base 9 72 UDCon4 Max 14.5412 4.0993 3143.3093 0 0 0
Base 9 72 UDCon4 Min 14.0954 -4.783 3132.5445 0 0 0
Base 9 72 UDCon5 Max 15.0585 -11.0415 3179.3779 0 0 0
Base 9 72 UDCon5 Min 14.6127 -19.9238 3168.6131 0 0 0
Base 9 72 UDCon6 Max 14.5412 4.0993 3143.3093 0 0 0
Base 9 72 UDCon6 Min 14.0954 -4.783 3132.5445 0 0 0
Base 9 72 UDCon7 Max 16.8944 -13.0792 3268.1942 0 0 0
Base 9 72 UDCon7 Min 16.3743 -23.4419 3255.6352 0 0 0
Base 9 72 UDCon8 Max 16.2909 4.5851 3226.1142 0 0 0
Base 9 72 UDCon8 Min 15.7708 -5.7776 3213.5553 0 0 0
Base 9 72 UDCon9 Max 16.8944 -13.0792 3268.1942 0 0 0
Base 9 72 UDCon9 Min 16.3743 -23.4419 3255.6352 0 0 0
Base 9 72 UDCon10 Max 16.2909 4.5851 3226.1142 0 0 0Base 9 72 UDCon10 Min 15.7708 -5.7776 3213.5553 0 0 0
Base 9 72 UDCon11 Max 12.2279 -10.3854 2342.23 0 0 0
Base 9 72 UDCon11 Min 11.7078 -20.7481 2329.671 0 0 0
Base 9 72 UDCon12 Max 11.6244 7.2789 2300.15 0 0 0
Base 9 72 UDCon12 Min 11.1043 -3.0838 2287.5911 0 0 0
Base 9 72 UDCon13 Max 12.2279 -10.3854 2342.23 0 0 0
Base 9 72 UDCon13 Min 11.7078 -20.7481 2329.671 0 0 0
Base 9 72 UDCon14 Max 11.6244 7.2789 2300.15 0 0 0
Base 9 72 UDCon14 Min 11.1043 -3.0838 2287.5911 0 0 0
Base 9 72 UDCon15 Max 15.9598 -16.6574 3261.6639 0 0 0
Base 9 72 UDCon15 Min 15.227 -27.3322 3255.8054 0 0 0
Base 9 72 UDCon16 Max 13.9269 11.5077 3056.117 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 9 72 UDCon16 Min 13.194 0.8329 3050.2585 0 0 0
Base 9 72 UDCon17 Max 15.1767 -35.9493 3200.5991 0 0 0
Base 9 72 UDCon17 Min 14.2594 -49.2896 3193.2261 0 0 0
Base 9 72 UDCon18 Max 14.8944 33.4651 3118.6963 0 0 0
Base 9 72 UDCon18 Min 13.9771 20.1248 3111.3234 0 0 0
Base 9 72 UDCon19 Max 17.946 -19.6311 3364.1946 0 0 0
Base 9 72 UDCon19 Min 17.091 -32.085 3357.3596 0 0 0
Base 9 72 UDCon20 Max 15.5742 13.2282 3124.3898 0 0 0
Base 9 72 UDCon20 Min 14.7192 0.7742 3117.5549 0 0 0
Base 9 72 UDCon21 Max 17.0324 -42.1383 3292.9522 0 0 0
Base 9 72 UDCon21 Min 15.9621 -57.702 3284.3505 0 0 0
Base 9 72 UDCon22 Max 16.703 38.8451 3197.399 0 0 0
Base 9 72 UDCon22 Min 15.6328 23.2814 3188.7973 0 0 0
Base 9 72 UDCon23 Max 13.2795 -16.9372 2438.2304 0 0 0Base 9 72 UDCon23 Min 12.4245 -29.3912 2431.3954 0 0 0
Base 9 72 UDCon24 Max 10.9077 15.922 2198.4256 0 0 0
Base 9 72 UDCon24 Min 10.0527 3.4681 2191.5907 0 0 0
Base 9 72 UDCon25 Max 12.3659 -39.4445 2366.988 0 0 0
Base 9 72 UDCon25 Min 11.2957 -55.0082 2358.3863 0 0 0
Base 9 72 UDCon26 Max 12.0366 41.539 2271.4348 0 0 0
Base 9 72 UDCon26 Min 10.9663 25.9753 2262.833 0 0 0
Base 9 72 UDWal1 16.3326 -9.4284 3240.8747 0 0 0
Base 9 72 UDWal2 17.1027 -9.2028 3744.9662 0 0 0
Base 9 72 UDWal3 Max 15.0585 -11.0415 3179.3779 0 0 0
Base 9 72 UDWal3 Min 14.6127 -19.9238 3168.6131 0 0 0
Base 9 72 UDWal4 Max 14.5412 4.0993 3143.3093 0 0 0
Base 9 72 UDWal4 Min 14.0954 -4.783 3132.5445 0 0 0
Base 9 72 UDWal5 Max 15.0585 -11.0415 3179.3779 0 0 0
Base 9 72 UDWal5 Min 14.6127 -19.9238 3168.6131 0 0 0
Base 9 72 UDWal6 Max 14.5412 4.0993 3143.3093 0 0 0
Base 9 72 UDWal6 Min 14.0954 -4.783 3132.5445 0 0 0
Base 9 72 UDWal7 Max 16.8944 -13.0792 3268.1942 0 0 0
Base 9 72 UDWal7 Min 16.3743 -23.4419 3255.6352 0 0 0
Base 9 72 UDWal8 Max 16.2909 4.5851 3226.1142 0 0 0
Base 9 72 UDWal8 Min 15.7708 -5.7776 3213.5553 0 0 0
Base 9 72 UDWal9 Max 16.8944 -13.0792 3268.1942 0 0 0
Base 9 72 UDWal9 Min 16.3743 -23.4419 3255.6352 0 0 0Base 9 72 UDWal10 Max 16.2909 4.5851 3226.1142 0 0 0
Base 9 72 UDWal10 Min 15.7708 -5.7776 3213.5553 0 0 0
Base 9 72 UDWal11 Max 12.2279 -10.3854 2342.23 0 0 0
Base 9 72 UDWal11 Min 11.7078 -20.7481 2329.671 0 0 0
Base 9 72 UDWal12 Max 11.6244 7.2789 2300.15 0 0 0
Base 9 72 UDWal12 Min 11.1043 -3.0838 2287.5911 0 0 0
Base 9 72 UDWal13 Max 12.2279 -10.3854 2342.23 0 0 0
Base 9 72 UDWal13 Min 11.7078 -20.7481 2329.671 0 0 0
Base 9 72 UDWal14 Max 11.6244 7.2789 2300.15 0 0 0
Base 9 72 UDWal14 Min 11.1043 -3.0838 2287.5911 0 0 0
Base 9 72 UDWal15 Max 15.9598 -16.6574 3261.6639 0 0 0
Base 9 72 UDWal15 Min 15.227 -27.3322 3255.8054 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 9 72 UDWal16 Max 13.9269 11.5077 3056.117 0 0 0
Base 9 72 UDWal16 Min 13.194 0.8329 3050.2585 0 0 0
Base 9 72 UDWal17 Max 15.1767 -35.9493 3200.5991 0 0 0
Base 9 72 UDWal17 Min 14.2594 -49.2896 3193.2261 0 0 0
Base 9 72 UDWal18 Max 14.8944 33.4651 3118.6963 0 0 0
Base 9 72 UDWal18 Min 13.9771 20.1248 3111.3234 0 0 0
Base 9 72 UDWal19 Max 17.946 -19.6311 3364.1946 0 0 0
Base 9 72 UDWal19 Min 17.091 -32.085 3357.3596 0 0 0
Base 9 72 UDWal20 Max 15.5742 13.2282 3124.3898 0 0 0
Base 9 72 UDWal20 Min 14.7192 0.7742 3117.5549 0 0 0
Base 9 72 UDWal21 Max 17.0324 -42.1383 3292.9522 0 0 0
Base 9 72 UDWal21 Min 15.9621 -57.702 3284.3505 0 0 0
Base 9 72 UDWal22 Max 16.703 38.8451 3197.399 0 0 0
Base 9 72 UDWal22 Min 15.6328 23.2814 3188.7973 0 0 0Base 9 72 UDWal23 Max 13.2795 -16.9372 2438.2304 0 0 0
Base 9 72 UDWal23 Min 12.4245 -29.3912 2431.3954 0 0 0
Base 9 72 UDWal24 Max 10.9077 15.922 2198.4256 0 0 0
Base 9 72 UDWal24 Min 10.0527 3.4681 2191.5907 0 0 0
Base 9 72 UDWal25 Max 12.3659 -39.4445 2366.988 0 0 0
Base 9 72 UDWal25 Min 11.2957 -55.0082 2358.3863 0 0 0
Base 9 72 UDWal26 Max 12.0366 41.539 2271.4348 0 0 0
Base 9 72 UDWal26 Min 10.9663 25.9753 2262.833 0 0 0
Base 10 80 Dead 10.3755 -8.34 1211.5977 0 0 0
Base 10 80 Live -1.1418 0.23 129.4486 0 0 0
Base 10 80 EQX 1 9.0424 -45.8577 -123.5138 0 0 0
Base 10 80 EQX 2 10.544 -20.0613 -118.4342 0 0 0
Base 10 80 EQY 1 4.8033 -47.4 -14.7832 0 0 0
Base 10 80 EQY 2 2.9242 -79.6399 -21.1344 0 0 0
Base 10 80 WIND-X 1 2.454 -7.262 -28.0507 0 0 0
Base 10 80 WIND-X 2 1.2232 -22.4038 -5.6814 0 0 0
Base 10 80 WIND-Y 1 2.454 -7.262 -28.0507 0 0 0
Base 10 80 WIND-Y 2 1.2232 -22.4038 -5.6814 0 0 0
Base 10 80 UDCon1 14.5258 -11.676 1696.2368 0 0 0
Base 10 80 UDCon2 12.6989 -11.3079 1903.3545 0 0 0
Base 10 80 UDCon3 Max 14.0253 -18.4463 1602.4379 0 0 0
Base 10 80 UDCon3 Min 12.5483 -36.6165 1575.5947 0 0 0
Base 10 80 UDCon4 Max 9.6127 17.1526 1642.9164 0 0 0Base 10 80 UDCon4 Min 8.1357 -1.0176 1616.0732 0 0 0
Base 10 80 UDCon5 Max 14.0253 -18.4463 1602.4379 0 0 0
Base 10 80 UDCon5 Min 12.5483 -36.6165 1575.5947 0 0 0
Base 10 80 UDCon6 Max 9.6127 17.1526 1642.9164 0 0 0
Base 10 80 UDCon6 Min 8.1357 -1.0176 1616.0732 0 0 0
Base 10 80 UDCon7 Max 17.9613 -21.8428 1688.2828 0 0 0
Base 10 80 UDCon7 Min 16.2382 -43.0413 1656.9658 0 0 0
Base 10 80 UDCon8 Max 12.8133 19.6893 1735.5077 0 0 0
Base 10 80 UDCon8 Min 11.0902 -1.5092 1704.1907 0 0 0
Base 10 80 UDCon9 Max 17.9613 -21.8428 1688.2828 0 0 0
Base 10 80 UDCon9 Min 16.2382 -43.0413 1656.9658 0 0 0
Base 10 80 UDCon10 Max 12.8133 19.6893 1735.5077 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 11 88 UDCon4 Min 18.8655 19.0406 1758.4547 0 0 0
Base 11 88 UDCon5 Max 29.2555 20.323 1947.9596 0 0 0
Base 11 88 UDCon5 Min 20.524 20.0349 1915.6227 0 0 0
Base 11 88 UDCon6 Max 27.597 19.3287 1790.7916 0 0 0
Base 11 88 UDCon6 Min 18.8655 19.0406 1758.4547 0 0 0
Base 11 88 UDCon7 Max 34.9667 23.2082 2035.9487 0 0 0
Base 11 88 UDCon7 Min 24.78 22.8721 1998.2223 0 0 0
Base 11 88 UDCon8 Max 33.0318 22.0482 1852.586 0 0 0
Base 11 88 UDCon8 Min 22.845 21.712 1814.8596 0 0 0
Base 11 88 UDCon9 Max 34.9667 23.2082 2035.9487 0 0 0
Base 11 88 UDCon9 Min 24.78 22.8721 1998.2223 0 0 0
Base 11 88 UDCon10 Max 33.0318 22.0482 1852.586 0 0 0
Base 11 88 UDCon10 Min 22.845 21.712 1814.8596 0 0 0
Base 11 88 UDCon11 Max 26.7079 16.7911 1485.8332 0 0 0Base 11 88 UDCon11 Min 16.5212 16.4549 1448.1068 0 0 0
Base 11 88 UDCon12 Max 24.7729 15.631 1302.4706 0 0 0
Base 11 88 UDCon12 Min 14.5862 15.2949 1264.7441 0 0 0
Base 11 88 UDCon13 Max 26.7079 16.7911 1485.8332 0 0 0
Base 11 88 UDCon13 Min 16.5212 16.4549 1448.1068 0 0 0
Base 11 88 UDCon14 Max 24.7729 15.631 1302.4706 0 0 0
Base 11 88 UDCon14 Min 14.5862 15.2949 1264.7441 0 0 0
Base 11 88 UDCon15 Max 46.3022 22.1087 2261.0353 0 0 0
Base 11 88 UDCon15 Min 44.292 21.9537 2240.0647 0 0 0
Base 11 88 UDCon16 Max 3.829 17.4098 1466.3496 0 0 0
Base 11 88 UDCon16 Min 1.8188 17.2549 1445.379 0 0 0
Base 11 88 UDCon17 Max 14.2492 20.5019 2072.8855 0 0 0
Base 11 88 UDCon17 Min 11.7357 20.311 2046.4391 0 0 0
Base 11 88 UDCon18 Max 36.3853 19.0526 1659.9752 0 0 0
Base 11 88 UDCon18 Min 33.8718 18.8616 1633.5288 0 0 0
Base 11 88 UDCon19 Max 54.8545 25.2915 2401.2036 0 0 0
Base 11 88 UDCon19 Min 52.5093 25.1107 2376.7379 0 0 0
Base 11 88 UDCon20 Max 5.3025 19.8095 1474.0704 0 0 0
Base 11 88 UDCon20 Min 2.9573 19.6287 1449.6047 0 0 0
Base 11 88 UDCon21 Max 17.4593 23.417 2181.6956 0 0 0
Base 11 88 UDCon21 Min 14.5269 23.1942 2150.8415 0 0 0
Base 11 88 UDCon22 Max 43.2848 21.7261 1699.9668 0 0 0
Base 11 88 UDCon22 Min 40.3524 21.5033 1669.1127 0 0 0Base 11 88 UDCon23 Max 46.5956 18.8744 1851.0882 0 0 0
Base 11 88 UDCon23 Min 44.2505 18.6936 1826.6225 0 0 0
Base 11 88 UDCon24 Max -2.9564 13.3924 923.9549 0 0 0
Base 11 88 UDCon24 Min -5.3016 13.2116 899.4892 0 0 0
Base 11 88 UDCon25 Max 9.2005 16.9998 1631.5801 0 0 0
Base 11 88 UDCon25 Min 6.2681 16.777 1600.726 0 0 0
Base 11 88 UDCon26 Max 35.026 15.3089 1149.8514 0 0 0
Base 11 88 UDCon26 Min 32.0936 15.0861 1118.9972 0 0 0
Base 11 88 UDWal1 28.9059 22.4601 1925.4042 0 0 0
Base 11 88 UDWal2 27.9513 23.0338 2195.8851 0 0 0
Base 11 88 UDWal3 Max 29.2555 20.323 1947.9596 0 0 0
Base 11 88 UDWal3 Min 20.524 20.0349 1915.6227 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 11 88 UDWal4 Max 27.597 19.3287 1790.7916 0 0 0
Base 11 88 UDWal4 Min 18.8655 19.0406 1758.4547 0 0 0
Base 11 88 UDWal5 Max 29.2555 20.323 1947.9596 0 0 0
Base 11 88 UDWal5 Min 20.524 20.0349 1915.6227 0 0 0
Base 11 88 UDWal6 Max 27.597 19.3287 1790.7916 0 0 0
Base 11 88 UDWal6 Min 18.8655 19.0406 1758.4547 0 0 0
Base 11 88 UDWal7 Max 34.9667 23.2082 2035.9487 0 0 0
Base 11 88 UDWal7 Min 24.78 22.8721 1998.2223 0 0 0
Base 11 88 UDWal8 Max 33.0318 22.0482 1852.586 0 0 0
Base 11 88 UDWal8 Min 22.845 21.712 1814.8596 0 0 0
Base 11 88 UDWal9 Max 34.9667 23.2082 2035.9487 0 0 0
Base 11 88 UDWal9 Min 24.78 22.8721 1998.2223 0 0 0
Base 11 88 UDWal10 Max 33.0318 22.0482 1852.586 0 0 0
Base 11 88 UDWal10 Min 22.845 21.712 1814.8596 0 0 0Base 11 88 UDWal11 Max 26.7079 16.7911 1485.8332 0 0 0
Base 11 88 UDWal11 Min 16.5212 16.4549 1448.1068 0 0 0
Base 11 88 UDWal12 Max 24.7729 15.631 1302.4706 0 0 0
Base 11 88 UDWal12 Min 14.5862 15.2949 1264.7441 0 0 0
Base 11 88 UDWal13 Max 26.7079 16.7911 1485.8332 0 0 0
Base 11 88 UDWal13 Min 16.5212 16.4549 1448.1068 0 0 0
Base 11 88 UDWal14 Max 24.7729 15.631 1302.4706 0 0 0
Base 11 88 UDWal14 Min 14.5862 15.2949 1264.7441 0 0 0
Base 11 88 UDWal15 Max 46.3022 22.1087 2261.0353 0 0 0
Base 11 88 UDWal15 Min 44.292 21.9537 2240.0647 0 0 0
Base 11 88 UDWal16 Max 3.829 17.4098 1466.3496 0 0 0
Base 11 88 UDWal16 Min 1.8188 17.2549 1445.379 0 0 0
Base 11 88 UDWal17 Max 14.2492 20.5019 2072.8855 0 0 0
Base 11 88 UDWal17 Min 11.7357 20.311 2046.4391 0 0 0
Base 11 88 UDWal18 Max 36.3853 19.0526 1659.9752 0 0 0
Base 11 88 UDWal18 Min 33.8718 18.8616 1633.5288 0 0 0
Base 11 88 UDWal19 Max 54.8545 25.2915 2401.2036 0 0 0
Base 11 88 UDWal19 Min 52.5093 25.1107 2376.7379 0 0 0
Base 11 88 UDWal20 Max 5.3025 19.8095 1474.0704 0 0 0
Base 11 88 UDWal20 Min 2.9573 19.6287 1449.6047 0 0 0
Base 11 88 UDWal21 Max 17.4593 23.417 2181.6956 0 0 0
Base 11 88 UDWal21 Min 14.5269 23.1942 2150.8415 0 0 0
Base 11 88 UDWal22 Max 43.2848 21.7261 1699.9668 0 0 0Base 11 88 UDWal22 Min 40.3524 21.5033 1669.1127 0 0 0
Base 11 88 UDWal23 Max 46.5956 18.8744 1851.0882 0 0 0
Base 11 88 UDWal23 Min 44.2505 18.6936 1826.6225 0 0 0
Base 11 88 UDWal24 Max -2.9564 13.3924 923.9549 0 0 0
Base 11 88 UDWal24 Min -5.3016 13.2116 899.4892 0 0 0
Base 11 88 UDWal25 Max 9.2005 16.9998 1631.5801 0 0 0
Base 11 88 UDWal25 Min 6.2681 16.777 1600.726 0 0 0
Base 11 88 UDWal26 Max 35.026 15.3089 1149.8514 0 0 0
Base 11 88 UDWal26 Min 32.0936 15.0861 1118.9972 0 0 0
Base 12 96 Dead -15.1109 -6.1305 901.6927 0 0 0
Base 12 96 Live 0.5609 -0.9867 91.4162 0 0 0
Base 12 96 EQX 1 0.3327 21.9917 28.4731 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 12 96 EQX 2 0.5108 11.4158 68.4432 0 0 0
Base 12 96 EQY 1 -1.8355 -6.088 192.8519 0 0 0
Base 12 96 EQY 2 -2.0581 7.122 142.6033 0 0 0
Base 12 96 WIND-X 1 0.0322 3.8974 14.2926 0 0 0
Base 12 96 WIND-X 2 -0.6208 0.1354 50.5692 0 0 0
Base 12 96 WIND-Y 1 0.0322 3.8974 14.2926 0 0 0
Base 12 96 WIND-Y 2 -0.6208 0.1354 50.5692 0 0 0
Base 12 96 UDCon1 -21.1553 -8.5827 1262.3698 0 0 0
Base 12 96 UDCon2 -20.2579 -10.1615 1408.6358 0 0 0
Base 12 96 UDCon3 Max -17.4214 -3.8638 1252.4138 0 0 0
Base 12 96 UDCon3 Min -18.2049 -8.3782 1208.8819 0 0 0
Base 12 96 UDCon4 Max -16.7151 -8.7032 1174.5796 0 0 0
Base 12 96 UDCon4 Min -17.4986 -13.2175 1131.0477 0 0 0
Base 12 96 UDCon5 Max -17.4214 -3.8638 1252.4138 0 0 0Base 12 96 UDCon5 Min -18.2049 -8.3782 1208.8819 0 0 0
Base 12 96 UDCon6 Max -16.7151 -8.7032 1174.5796 0 0 0
Base 12 96 UDCon6 Min -17.4986 -13.2175 1131.0477 0 0 0
Base 12 96 UDCon7 Max -21.1102 -3.1264 1333.1667 0 0 0
Base 12 96 UDCon7 Min -22.0243 -8.3931 1282.3795 0 0 0
Base 12 96 UDCon8 Max -20.2862 -8.7723 1242.3602 0 0 0
Base 12 96 UDCon8 Min -21.2003 -14.039 1191.5729 0 0 0
Base 12 96 UDCon9 Max -21.1102 -3.1264 1333.1667 0 0 0
Base 12 96 UDCon9 Min -22.0243 -8.3931 1282.3795 0 0 0
Base 12 96 UDCon10 Max -20.2862 -8.7723 1242.3602 0 0 0
Base 12 96 UDCon10 Min -21.2003 -14.039 1191.5729 0 0 0
Base 12 96 UDCon11 Max -15.0659 -0.6742 972.4896 0 0 0
Base 12 96 UDCon11 Min -15.98 -5.9409 921.7024 0 0 0
Base 12 96 UDCon12 Max -14.2418 -6.3201 881.6831 0 0 0
Base 12 96 UDCon12 Min -15.1559 -11.5868 830.8958 0 0 0
Base 12 96 UDCon13 Max -15.0659 -0.6742 972.4896 0 0 0
Base 12 96 UDCon13 Min -15.98 -5.9409 921.7024 0 0 0
Base 12 96 UDCon14 Max -14.2418 -6.3201 881.6831 0 0 0
Base 12 96 UDCon14 Min -15.1559 -11.5868 830.8958 0 0 0
Base 12 96 UDCon15 Max -16.847 17.8494 1273.8626 0 0 0
Base 12 96 UDCon15 Min -17.0608 5.1583 1225.8984 0 0 0
Base 12 96 UDCon16 Max -17.8593 -22.2396 1157.5631 0 0 0
Base 12 96 UDCon16 Min -18.073 -34.9308 1109.599 0 0 0Base 12 96 UDCon17 Max -19.6627 0.0058 1423.153 0 0 0
Base 12 96 UDCon17 Min -19.9298 -15.8463 1362.8548 0 0 0
Base 12 96 UDCon18 Max -14.9903 -1.2351 1020.6067 0 0 0
Base 12 96 UDCon18 Min -15.2574 -17.0871 960.3085 0 0 0
Base 12 96 UDCon19 Max -20.4401 22.2057 1358.1903 0 0 0
Base 12 96 UDCon19 Min -20.6894 7.3994 1302.2321 0 0 0
Base 12 96 UDCon20 Max -21.6211 -24.5648 1222.5076 0 0 0
Base 12 96 UDCon20 Min -21.8704 -39.3711 1166.5494 0 0 0
Base 12 96 UDCon21 Max -23.725 1.3881 1532.3625 0 0 0
Base 12 96 UDCon21 Min -24.0366 -17.1059 1462.0145 0 0 0
Base 12 96 UDCon22 Max -18.2739 -0.0595 1062.7252 0 0 0
Base 12 96 UDCon22 Min -18.5855 -18.5536 992.3772 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 12 96 UDCon23 Max -14.3957 24.6579 997.5132 0 0 0
Base 12 96 UDCon23 Min -14.6451 9.8516 941.555 0 0 0
Base 12 96 UDCon24 Max -15.5767 -22.1126 861.8305 0 0 0
Base 12 96 UDCon24 Min -15.826 -36.9189 805.8723 0 0 0
Base 12 96 UDCon25 Max -17.6806 3.8403 1171.6854 0 0 0
Base 12 96 UDCon25 Min -17.9923 -14.6537 1101.3374 0 0 0
Base 12 96 UDCon26 Max -12.2295 2.3927 702.0481 0 0 0
Base 12 96 UDCon26 Min -12.5411 -16.1014 631.7001 0 0 0
Base 12 96 UDWal1 -21.1553 -8.5827 1262.3698 0 0 0
Base 12 96 UDWal2 -20.2579 -10.1615 1408.6358 0 0 0
Base 12 96 UDWal3 Max -17.4214 -3.8638 1252.4138 0 0 0
Base 12 96 UDWal3 Min -18.2049 -8.3782 1208.8819 0 0 0
Base 12 96 UDWal4 Max -16.7151 -8.7032 1174.5796 0 0 0
Base 12 96 UDWal4 Min -17.4986 -13.2175 1131.0477 0 0 0Base 12 96 UDWal5 Max -17.4214 -3.8638 1252.4138 0 0 0
Base 12 96 UDWal5 Min -18.2049 -8.3782 1208.8819 0 0 0
Base 12 96 UDWal6 Max -16.7151 -8.7032 1174.5796 0 0 0
Base 12 96 UDWal6 Min -17.4986 -13.2175 1131.0477 0 0 0
Base 12 96 UDWal7 Max -21.1102 -3.1264 1333.1667 0 0 0
Base 12 96 UDWal7 Min -22.0243 -8.3931 1282.3795 0 0 0
Base 12 96 UDWal8 Max -20.2862 -8.7723 1242.3602 0 0 0
Base 12 96 UDWal8 Min -21.2003 -14.039 1191.5729 0 0 0
Base 12 96 UDWal9 Max -21.1102 -3.1264 1333.1667 0 0 0
Base 12 96 UDWal9 Min -22.0243 -8.3931 1282.3795 0 0 0
Base 12 96 UDWal10 Max -20.2862 -8.7723 1242.3602 0 0 0
Base 12 96 UDWal10 Min -21.2003 -14.039 1191.5729 0 0 0
Base 12 96 UDWal11 Max -15.0659 -0.6742 972.4896 0 0 0
Base 12 96 UDWal11 Min -15.98 -5.9409 921.7024 0 0 0
Base 12 96 UDWal12 Max -14.2418 -6.3201 881.6831 0 0 0
Base 12 96 UDWal12 Min -15.1559 -11.5868 830.8958 0 0 0
Base 12 96 UDWal13 Max -15.0659 -0.6742 972.4896 0 0 0
Base 12 96 UDWal13 Min -15.98 -5.9409 921.7024 0 0 0
Base 12 96 UDWal14 Max -14.2418 -6.3201 881.6831 0 0 0
Base 12 96 UDWal14 Min -15.1559 -11.5868 830.8958 0 0 0
Base 12 96 UDWal15 Max -16.847 17.8494 1273.8626 0 0 0
Base 12 96 UDWal15 Min -17.0608 5.1583 1225.8984 0 0 0
Base 12 96 UDWal16 Max -17.8593 -22.2396 1157.5631 0 0 0Base 12 96 UDWal16 Min -18.073 -34.9308 1109.599 0 0 0
Base 12 96 UDWal17 Max -19.6627 0.0058 1423.153 0 0 0
Base 12 96 UDWal17 Min -19.9298 -15.8463 1362.8548 0 0 0
Base 12 96 UDWal18 Max -14.9903 -1.2351 1020.6067 0 0 0
Base 12 96 UDWal18 Min -15.2574 -17.0871 960.3085 0 0 0
Base 12 96 UDWal19 Max -20.4401 22.2057 1358.1903 0 0 0
Base 12 96 UDWal19 Min -20.6894 7.3994 1302.2321 0 0 0
Base 12 96 UDWal20 Max -21.6211 -24.5648 1222.5076 0 0 0
Base 12 96 UDWal20 Min -21.8704 -39.3711 1166.5494 0 0 0
Base 12 96 UDWal21 Max -23.725 1.3881 1532.3625 0 0 0
Base 12 96 UDWal21 Min -24.0366 -17.1059 1462.0145 0 0 0
Base 12 96 UDWal22 Max -18.2739 -0.0595 1062.7252 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 12 96 UDWal22 Min -18.5855 -18.5536 992.3772 0 0 0
Base 12 96 UDWal23 Max -14.3957 24.6579 997.5132 0 0 0
Base 12 96 UDWal23 Min -14.6451 9.8516 941.555 0 0 0
Base 12 96 UDWal24 Max -15.5767 -22.1126 861.8305 0 0 0
Base 12 96 UDWal24 Min -15.826 -36.9189 805.8723 0 0 0
Base 12 96 UDWal25 Max -17.6806 3.8403 1171.6854 0 0 0
Base 12 96 UDWal25 Min -17.9923 -14.6537 1101.3374 0 0 0
Base 12 96 UDWal26 Max -12.2295 2.3927 702.0481 0 0 0
Base 12 96 UDWal26 Min -12.5411 -16.1014 631.7001 0 0 0
Base 13 104 Dead 15.4049 3.1754 1996.5278 0 0 0
Base 13 104 Live 1.0459 0.5481 270.2342 0 0 0
Base 13 104 EQX 1 -0.8732 -4.839 15.6283 0 0 0
Base 13 104 EQX 2 2.8381 -2.2643 20.0624 0 0 0
Base 13 104 EQY 1 -2.9973 -6.0428 -21.3304 0 0 0Base 13 104 EQY 2 -7.6323 -9.2603 -27.307 0 0 0
Base 13 104 WIND-X 1 -0.136 -0.8023 4.5641 0 0 0
Base 13 104 WIND-X 2 -1.9361 -2.6717 -6.9713 0 0 0
Base 13 104 WIND-Y 1 -0.136 -0.8023 4.5641 0 0 0
Base 13 104 WIND-Y 2 -1.9361 -2.6717 -6.9713 0 0 0
Base 13 104 UDCon1 21.5668 4.4455 2795.1389 0 0 0
Base 13 104 UDCon2 23.2403 5.3225 3227.5137 0 0 0
Base 13 104 UDCon3 Max 19.5778 3.5054 2725.5914 0 0 0
Base 13 104 UDCon3 Min 17.4177 1.2621 2711.7489 0 0 0
Base 13 104 UDCon4 Max 22.0643 7.6743 2728.48 0 0 0
Base 13 104 UDCon4 Min 19.9042 5.431 2714.6375 0 0 0
Base 13 104 UDCon5 Max 19.5778 3.5054 2725.5914 0 0 0
Base 13 104 UDCon5 Min 17.4177 1.2621 2711.7489 0 0 0
Base 13 104 UDCon6 Max 22.0643 7.6743 2728.48 0 0 0
Base 13 104 UDCon6 Min 19.9042 5.431 2714.6375 0 0 0
Base 13 104 UDCon7 Max 21.3764 3.3223 2801.5287 0 0 0
Base 13 104 UDCon7 Min 18.8563 0.7051 2785.3791 0 0 0
Base 13 104 UDCon8 Max 24.2774 8.1859 2804.8987 0 0 0
Base 13 104 UDCon8 Min 21.7572 5.5688 2788.7491 0 0 0
Base 13 104 UDCon9 Max 21.3764 3.3223 2801.5287 0 0 0
Base 13 104 UDCon9 Min 18.8563 0.7051 2785.3791 0 0 0
Base 13 104 UDCon10 Max 24.2774 8.1859 2804.8987 0 0 0
Base 13 104 UDCon10 Min 21.7572 5.5688 2788.7491 0 0 0Base 13 104 UDCon11 Max 15.2145 2.0521 2002.9176 0 0 0
Base 13 104 UDCon11 Min 12.6943 -0.5651 1986.768 0 0 0
Base 13 104 UDCon12 Max 18.1154 6.9158 2006.2876 0 0 0
Base 13 104 UDCon12 Min 15.5953 4.2986 1990.138 0 0 0
Base 13 104 UDCon13 Max 15.2145 2.0521 2002.9176 0 0 0
Base 13 104 UDCon13 Min 12.6943 -0.5651 1986.768 0 0 0
Base 13 104 UDCon14 Max 18.1154 6.9158 2006.2876 0 0 0
Base 13 104 UDCon14 Min 15.5953 4.2986 1990.138 0 0 0
Base 13 104 UDCon15 Max 23.1467 1.751 2744.1893 0 0 0
Base 13 104 UDCon15 Min 18.6931 -1.3386 2738.8685 0 0 0
Base 13 104 UDCon16 Max 20.7889 10.275 2701.3604 0 0 0
Base 13 104 UDCon16 Min 16.3352 7.1854 2696.0396 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 13 104 UDWal16 Min 16.3352 7.1854 2696.0396 0 0 0
Base 13 104 UDWal17 Max 16.1442 -2.7832 2694.518 0 0 0
Base 13 104 UDWal17 Min 10.5823 -6.6442 2687.3461 0 0 0
Base 13 104 UDWal18 Max 28.8997 15.5806 2752.8828 0 0 0
Base 13 104 UDWal18 Min 23.3378 11.7196 2745.7109 0 0 0
Base 13 104 UDWal19 Max 25.5402 1.2754 2823.2262 0 0 0
Base 13 104 UDWal19 Min 20.3443 -2.3291 2817.0186 0 0 0
Base 13 104 UDWal20 Max 22.7894 11.2201 2773.2592 0 0 0
Base 13 104 UDWal20 Min 17.5935 7.6156 2767.0516 0 0 0
Base 13 104 UDWal21 Max 17.3706 -4.0145 2765.2764 0 0 0
Base 13 104 UDWal21 Min 10.8817 -8.5189 2756.9091 0 0 0
Base 13 104 UDWal22 Max 32.252 17.4099 2833.3687 0 0 0
Base 13 104 UDWal22 Min 25.7631 12.9055 2825.0015 0 0 0
Base 13 104 UDWal23 Max 19.3783 0.0053 2024.6151 0 0 0Base 13 104 UDWal23 Min 14.1824 -3.5993 2018.4075 0 0 0
Base 13 104 UDWal24 Max 16.6274 9.95 1974.6481 0 0 0
Base 13 104 UDWal24 Min 11.4315 6.3454 1968.4405 0 0 0
Base 13 104 UDWal25 Max 11.2086 -5.2846 1966.6653 0 0 0
Base 13 104 UDWal25 Min 4.7197 -9.7891 1958.298 0 0 0
Base 13 104 UDWal26 Max 26.09 16.1398 2034.7576 0 0 0
Base 13 104 UDWal26 Min 19.6011 11.6353 2026.3904 0 0 0
Base 14 112 Dead -22.9869 4.6398 1568.8809 0 0 0
Base 14 112 Live 0.4099 -0.101 203.7867 0 0 0
Base 14 112 EQX 1 13.5135 -1.6033 -36.1575 0 0 0
Base 14 112 EQX 2 14.6116 -0.3171 -43.3436 0 0 0
Base 14 112 EQY 1 0.7329 -7.5262 189.0141 0 0 0
Base 14 112 EQY 2 -0.636 -9.1335 198.1886 0 0 0
Base 14 112 WIND-X 1 3.1563 -0.2029 -9.073 0 0 0
Base 14 112 WIND-X 2 -0.0606 -2.9636 60.033 0 0 0
Base 14 112 WIND-Y 1 3.1563 -0.2029 -9.073 0 0 0
Base 14 112 WIND-Y 2 -0.0606 -2.9636 60.033 0 0 0
Base 14 112 UDCon1 -32.1817 6.4958 2196.4332 0 0 0
Base 14 112 UDCon2 -31.5259 6.3341 2522.4919 0 0 0
Base 14 112 UDCon3 Max -23.3049 5.2031 2199.2406 0 0 0
Base 14 112 UDCon3 Min -27.1652 1.8902 2116.3134 0 0 0
Base 14 112 UDCon4 Max -27.0197 9.0029 2138.0887 0 0 0
Base 14 112 UDCon4 Min -30.88 5.69 2055.1615 0 0 0Base 14 112 UDCon5 Max -23.3049 5.2031 2199.2406 0 0 0
Base 14 112 UDCon5 Min -27.1652 1.8902 2116.3134 0 0 0
Base 14 112 UDCon6 Max -27.0197 9.0029 2138.0887 0 0 0
Base 14 112 UDCon6 Min -30.88 5.69 2055.1615 0 0 0
Base 14 112 UDCon7 Max -27.7629 6.2117 2280.4794 0 0 0
Base 14 112 UDCon7 Min -32.2666 2.3467 2183.731 0 0 0
Base 14 112 UDCon8 Max -32.0968 10.6448 2209.1355 0 0 0
Base 14 112 UDCon8 Min -36.6005 6.7798 2112.3871 0 0 0
Base 14 112 UDCon9 Max -27.7629 6.2117 2280.4794 0 0 0
Base 14 112 UDCon9 Min -32.2666 2.3467 2183.731 0 0 0
Base 14 112 UDCon10 Max -32.0968 10.6448 2209.1355 0 0 0
Base 14 112 UDCon10 Min -36.6005 6.7798 2112.3871 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 14 112 UDCon11 Max -18.5682 4.3558 1652.927 0 0 0
Base 14 112 UDCon11 Min -23.0718 0.4908 1556.1786 0 0 0
Base 14 112 UDCon12 Max -22.902 8.7889 1581.5831 0 0 0
Base 14 112 UDCon12 Min -27.4057 4.9238 1484.8347 0 0 0
Base 14 112 UDCon13 Max -18.5682 4.3558 1652.927 0 0 0
Base 14 112 UDCon13 Min -23.0718 0.4908 1556.1786 0 0 0
Base 14 112 UDCon14 Max -22.902 8.7889 1581.5831 0 0 0
Base 14 112 UDCon14 Min -27.4057 4.9238 1484.8347 0 0 0
Base 14 112 UDCon15 Max -9.5585 5.066 2083.812 0 0 0
Base 14 112 UDCon15 Min -10.8763 3.5225 2075.1887 0 0 0
Base 14 112 UDCon16 Max -43.3087 7.3705 2179.2134 0 0 0
Base 14 112 UDCon16 Min -44.6264 5.8271 2170.5901 0 0 0
Base 14 112 UDCon17 Max -26.213 -3.5849 2365.0273 0 0 0
Base 14 112 UDCon17 Min -27.8556 -5.5137 2354.018 0 0 0Base 14 112 UDCon18 Max -26.3293 16.4067 1900.3841 0 0 0
Base 14 112 UDCon18 Min -27.9719 14.478 1889.3748 0 0 0
Base 14 112 UDCon19 Max -11.7254 6.0518 2145.8127 0 0 0
Base 14 112 UDCon19 Min -13.2628 4.2511 2135.7522 0 0 0
Base 14 112 UDCon20 Max -51.1006 8.7404 2257.1143 0 0 0
Base 14 112 UDCon20 Min -52.6379 6.9397 2247.0538 0 0 0
Base 14 112 UDCon21 Max -31.1557 -4.041 2473.8972 0 0 0
Base 14 112 UDCon21 Min -33.0721 -6.2912 2461.053 0 0 0
Base 14 112 UDCon22 Max -31.2913 19.2827 1931.8135 0 0 0
Base 14 112 UDCon22 Min -33.2077 17.0325 1918.9693 0 0 0
Base 14 112 UDCon23 Max -2.5307 4.1959 1518.2603 0 0 0
Base 14 112 UDCon23 Min -4.068 2.3951 1508.1999 0 0 0
Base 14 112 UDCon24 Max -41.9058 6.8845 1629.5619 0 0 0
Base 14 112 UDCon24 Min -43.4432 5.0838 1619.5014 0 0 0
Base 14 112 UDCon25 Max -21.9609 -5.8969 1846.3449 0 0 0
Base 14 112 UDCon25 Min -23.8773 -8.1471 1833.5006 0 0 0
Base 14 112 UDCon26 Max -22.0966 17.4267 1304.2611 0 0 0
Base 14 112 UDCon26 Min -24.0129 15.1765 1291.4169 0 0 0
Base 14 112 UDWal1 -32.1817 6.4958 2196.4332 0 0 0
Base 14 112 UDWal2 -31.5259 6.3341 2522.4919 0 0 0
Base 14 112 UDWal3 Max -23.3049 5.2031 2199.2406 0 0 0
Base 14 112 UDWal3 Min -27.1652 1.8902 2116.3134 0 0 0
Base 14 112 UDWal4 Max -27.0197 9.0029 2138.0887 0 0 0Base 14 112 UDWal4 Min -30.88 5.69 2055.1615 0 0 0
Base 14 112 UDWal5 Max -23.3049 5.2031 2199.2406 0 0 0
Base 14 112 UDWal5 Min -27.1652 1.8902 2116.3134 0 0 0
Base 14 112 UDWal6 Max -27.0197 9.0029 2138.0887 0 0 0
Base 14 112 UDWal6 Min -30.88 5.69 2055.1615 0 0 0
Base 14 112 UDWal7 Max -27.7629 6.2117 2280.4794 0 0 0
Base 14 112 UDWal7 Min -32.2666 2.3467 2183.731 0 0 0
Base 14 112 UDWal8 Max -32.0968 10.6448 2209.1355 0 0 0
Base 14 112 UDWal8 Min -36.6005 6.7798 2112.3871 0 0 0
Base 14 112 UDWal9 Max -27.7629 6.2117 2280.4794 0 0 0
Base 14 112 UDWal9 Min -32.2666 2.3467 2183.731 0 0 0
Base 14 112 UDWal10 Max -32.0968 10.6448 2209.1355 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 14 112 UDWal10 Min -36.6005 6.7798 2112.3871 0 0 0
Base 14 112 UDWal11 Max -18.5682 4.3558 1652.927 0 0 0
Base 14 112 UDWal11 Min -23.0718 0.4908 1556.1786 0 0 0
Base 14 112 UDWal12 Max -22.902 8.7889 1581.5831 0 0 0
Base 14 112 UDWal12 Min -27.4057 4.9238 1484.8347 0 0 0
Base 14 112 UDWal13 Max -18.5682 4.3558 1652.927 0 0 0
Base 14 112 UDWal13 Min -23.0718 0.4908 1556.1786 0 0 0
Base 14 112 UDWal14 Max -22.902 8.7889 1581.5831 0 0 0
Base 14 112 UDWal14 Min -27.4057 4.9238 1484.8347 0 0 0
Base 14 112 UDWal15 Max -9.5585 5.066 2083.812 0 0 0
Base 14 112 UDWal15 Min -10.8763 3.5225 2075.1887 0 0 0
Base 14 112 UDWal16 Max -43.3087 7.3705 2179.2134 0 0 0
Base 14 112 UDWal16 Min -44.6264 5.8271 2170.5901 0 0 0
Base 14 112 UDWal17 Max -26.213 -3.5849 2365.0273 0 0 0Base 14 112 UDWal17 Min -27.8556 -5.5137 2354.018 0 0 0
Base 14 112 UDWal18 Max -26.3293 16.4067 1900.3841 0 0 0
Base 14 112 UDWal18 Min -27.9719 14.478 1889.3748 0 0 0
Base 14 112 UDWal19 Max -11.7254 6.0518 2145.8127 0 0 0
Base 14 112 UDWal19 Min -13.2628 4.2511 2135.7522 0 0 0
Base 14 112 UDWal20 Max -51.1006 8.7404 2257.1143 0 0 0
Base 14 112 UDWal20 Min -52.6379 6.9397 2247.0538 0 0 0
Base 14 112 UDWal21 Max -31.1557 -4.041 2473.8972 0 0 0
Base 14 112 UDWal21 Min -33.0721 -6.2912 2461.053 0 0 0
Base 14 112 UDWal22 Max -31.2913 19.2827 1931.8135 0 0 0
Base 14 112 UDWal22 Min -33.2077 17.0325 1918.9693 0 0 0
Base 14 112 UDWal23 Max -2.5307 4.1959 1518.2603 0 0 0
Base 14 112 UDWal23 Min -4.068 2.3951 1508.1999 0 0 0
Base 14 112 UDWal24 Max -41.9058 6.8845 1629.5619 0 0 0
Base 14 112 UDWal24 Min -43.4432 5.0838 1619.5014 0 0 0
Base 14 112 UDWal25 Max -21.9609 -5.8969 1846.3449 0 0 0
Base 14 112 UDWal25 Min -23.8773 -8.1471 1833.5006 0 0 0
Base 14 112 UDWal26 Max -22.0966 17.4267 1304.2611 0 0 0
Base 14 112 UDWal26 Min -24.0129 15.1765 1291.4169 0 0 0
Base 15 136 Dead -14.0088 -6.3467 1240.9449 0 0 0
Base 15 136 Live 0.1375 -0.1961 141.0417 0 0 0
Base 15 136 EQX 1 16.345 19.9324 113.2674 0 0 0
Base 15 136 EQX 2 17.0424 8.4766 120.1475 0 0 0Base 15 136 EQY 1 -1.459 -20.4317 76.3898 0 0 0
Base 15 136 EQY 2 -2.3265 -6.1093 67.7158 0 0 0
Base 15 136 WIND-X 1 3.8189 3.0834 27.9016 0 0 0
Base 15 136 WIND-X 2 -0.7022 -4.2604 21.9256 0 0 0
Base 15 136 WIND-Y 1 3.8189 3.0834 27.9016 0 0 0
Base 15 136 WIND-Y 2 -0.7022 -4.2604 21.9256 0 0 0
Base 15 136 UDCon1 -19.6124 -8.8854 1737.3228 0 0 0
Base 15 136 UDCon2 -19.3924 -9.1993 1962.9896 0 0 0
Base 15 136 UDCon3 Max -12.063 -4.1514 1691.8659 0 0 0
Base 15 136 UDCon3 Min -17.4883 -12.964 1684.6947 0 0 0
Base 15 136 UDCon4 Max -15.803 -2.7389 1632.0732 0 0 0
Base 15 136 UDCon4 Min -21.2283 -11.5515 1624.902 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 15 136 UDCon5 Max -12.063 -4.1514 1691.8659 0 0 0
Base 15 136 UDCon5 Min -17.4883 -12.964 1684.6947 0 0 0
Base 15 136 UDCon6 Max -15.803 -2.7389 1632.0732 0 0 0
Base 15 136 UDCon6 Min -21.2283 -11.5515 1624.902 0 0 0
Base 15 136 UDCon7 Max -14.2659 -4.5686 1776.3851 0 0 0
Base 15 136 UDCon7 Min -20.5955 -14.85 1768.0187 0 0 0
Base 15 136 UDCon8 Max -18.6293 -2.9208 1706.6269 0 0 0
Base 15 136 UDCon8 Min -24.9588 -13.2022 1698.2605 0 0 0
Base 15 136 UDCon9 Max -14.2659 -4.5686 1776.3851 0 0 0
Base 15 136 UDCon9 Min -20.5955 -14.85 1768.0187 0 0 0
Base 15 136 UDCon10 Max -18.6293 -2.9208 1706.6269 0 0 0
Base 15 136 UDCon10 Min -24.9588 -13.2022 1698.2605 0 0 0
Base 15 136 UDCon11 Max -8.6624 -2.0299 1280.0072 0 0 0
Base 15 136 UDCon11 Min -14.992 -12.3113 1271.6408 0 0 0Base 15 136 UDCon12 Max -13.0257 -0.3821 1210.249 0 0 0
Base 15 136 UDCon12 Min -19.3553 -10.6635 1201.8826 0 0 0
Base 15 136 UDCon13 Max -8.6624 -2.0299 1280.0072 0 0 0
Base 15 136 UDCon13 Min -14.992 -12.3113 1271.6408 0 0 0
Base 15 136 UDCon14 Max -13.0257 -0.3821 1210.249 0 0 0
Base 15 136 UDCon14 Min -19.3553 -10.6635 1201.8826 0 0 0
Base 15 136 UDCon15 Max 3.8053 16.0674 1802.561 0 0 0
Base 15 136 UDCon15 Min 2.9683 2.3205 1794.3049 0 0 0
Base 15 136 UDCon16 Max -36.2596 -18.0234 1522.463 0 0 0
Base 15 136 UDCon16 Min -37.0966 -31.7703 1514.2069 0 0 0
Base 15 136 UDCon17 Max -18.3964 -15.1826 1750.0517 0 0 0
Base 15 136 UDCon17 Min -19.4375 -32.3695 1739.643 0 0 0
Base 15 136 UDCon18 Max -13.8538 16.6666 1577.1249 0 0 0
Base 15 136 UDCon18 Min -14.8949 -0.5203 1566.7162 0 0 0
Base 15 136 UDCon19 Max 4.247 19.0199 1905.5294 0 0 0
Base 15 136 UDCon19 Min 3.2706 2.9819 1895.8972 0 0 0
Base 15 136 UDCon20 Max -42.4953 -20.7527 1578.7484 0 0 0
Base 15 136 UDCon20 Min -43.4718 -36.7907 1569.1163 0 0 0
Base 15 136 UDCon21 Max -21.6549 -17.4384 1844.2685 0 0 0
Base 15 136 UDCon21 Min -22.8695 -37.4898 1832.125 0 0 0
Base 15 136 UDCon22 Max -16.3552 19.7189 1642.5206 0 0 0
Base 15 136 UDCon22 Min -17.5698 -0.3324 1630.3771 0 0 0
Base 15 136 UDCon23 Max 9.8506 21.5586 1409.1514 0 0 0Base 15 136 UDCon23 Min 8.8741 5.5206 1399.5193 0 0 0
Base 15 136 UDCon24 Max -36.8918 -18.214 1082.3705 0 0 0
Base 15 136 UDCon24 Min -37.8682 -34.252 1072.7383 0 0 0
Base 15 136 UDCon25 Max -16.0514 -14.8997 1347.8906 0 0 0
Base 15 136 UDCon25 Min -17.266 -34.9511 1335.7471 0 0 0
Base 15 136 UDCon26 Max -10.7517 22.2576 1146.1427 0 0 0
Base 15 136 UDCon26 Min -11.9663 2.2063 1133.9992 0 0 0
Base 15 136 UDWal1 -19.6124 -8.8854 1737.3228 0 0 0
Base 15 136 UDWal2 -19.3924 -9.1993 1962.9896 0 0 0
Base 15 136 UDWal3 Max -12.063 -4.1514 1691.8659 0 0 0
Base 15 136 UDWal3 Min -17.4883 -12.964 1684.6947 0 0 0
Base 15 136 UDWal4 Max -15.803 -2.7389 1632.0732 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 16 128 EQY 1 -1.7988 -10.2584 83.6164 0 0 0
Base 16 128 EQY 2 -6.4867 -7.2283 69.6844 0 0 0
Base 16 128 WIND-X 1 0.0032 0.5389 -9.0337 0 0 0
Base 16 128 WIND-X 2 -1.5436 -2.8949 23.4163 0 0 0
Base 16 128 WIND-Y 1 0.0032 0.5389 -9.0337 0 0 0
Base 16 128 WIND-Y 2 -1.5436 -2.8949 23.4163 0 0 0
Base 16 128 UDCon1 11.7187 -13.8982 2958.7627 0 0 0
Base 16 128 UDCon2 9.4341 -13.9117 3420.7412 0 0 0
Base 16 128 UDCon3 Max 8.3349 -11.2761 2910.6658 0 0 0
Base 16 128 UDCon3 Min 6.4788 -15.3968 2871.7258 0 0 0
Base 16 128 UDCon4 Max 10.1834 -8.4489 2893.4066 0 0 0
Base 16 128 UDCon4 Min 8.3273 -12.5695 2854.4666 0 0 0
Base 16 128 UDCon5 Max 8.3349 -11.2761 2910.6658 0 0 0
Base 16 128 UDCon5 Min 6.4788 -15.3968 2871.7258 0 0 0Base 16 128 UDCon6 Max 10.1834 -8.4489 2893.4066 0 0 0
Base 16 128 UDCon6 Min 8.3273 -12.5695 2854.4666 0 0 0
Base 16 128 UDCon7 Max 11.7231 -13.1437 2991.5455 0 0 0
Base 16 128 UDCon7 Min 9.5577 -17.9511 2946.1156 0 0 0
Base 16 128 UDCon8 Max 13.8797 -9.8453 2971.4098 0 0 0
Base 16 128 UDCon8 Min 11.7142 -14.6527 2925.9799 0 0 0
Base 16 128 UDCon9 Max 11.7231 -13.1437 2991.5455 0 0 0
Base 16 128 UDCon9 Min 9.5577 -17.9511 2946.1156 0 0 0
Base 16 128 UDCon10 Max 13.8797 -9.8453 2971.4098 0 0 0
Base 16 128 UDCon10 Min 11.7142 -14.6527 2925.9799 0 0 0
Base 16 128 UDCon11 Max 8.3749 -9.1728 2146.1848 0 0 0
Base 16 128 UDCon11 Min 6.2095 -13.9802 2100.7548 0 0 0
Base 16 128 UDCon12 Max 10.5315 -5.8744 2126.0491 0 0 0
Base 16 128 UDCon12 Min 8.366 -10.6818 2080.6191 0 0 0
Base 16 128 UDCon13 Max 8.3749 -9.1728 2146.1848 0 0 0
Base 16 128 UDCon13 Min 6.2095 -13.9802 2100.7548 0 0 0
Base 16 128 UDCon14 Max 10.5315 -5.8744 2126.0491 0 0 0
Base 16 128 UDCon14 Min 8.366 -10.6818 2080.6191 0 0 0
Base 16 128 UDCon15 Max 12.3787 -7.4073 2838.2275 0 0 0
Base 16 128 UDCon15 Min 7.8739 -10.3155 2824.8888 0 0 0
Base 16 128 UDCon16 Max 8.7884 -13.5302 2940.2436 0 0 0
Base 16 128 UDCon16 Min 4.2835 -16.4383 2926.9049 0 0 0
Base 16 128 UDCon17 Max 6.1725 -20.5968 2982.9059 0 0 0Base 16 128 UDCon17 Min 0.547 -24.2329 2966.1875 0 0 0
Base 16 128 UDCon18 Max 16.1152 0.3872 2798.9449 0 0 0
Base 16 128 UDCon18 Min 10.4897 -3.2489 2782.2265 0 0 0
Base 16 128 UDCon19 Max 16.4409 -8.6301 2907.0342 0 0 0
Base 16 128 UDCon19 Min 11.1852 -12.0229 2891.4724 0 0 0
Base 16 128 UDCon20 Max 12.2521 -15.7735 3026.053 0 0 0
Base 16 128 UDCon20 Min 6.9965 -19.1663 3010.4912 0 0 0
Base 16 128 UDCon21 Max 9.2003 -24.0178 3075.8257 0 0 0
Base 16 128 UDCon21 Min 2.6372 -28.2599 3056.3209 0 0 0
Base 16 128 UDCon22 Max 20.8001 0.4635 2861.2045 0 0 0
Base 16 128 UDCon22 Min 14.237 -3.7786 2841.6997 0 0 0
Base 16 128 UDCon23 Max 13.0927 -4.6592 2061.6735 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 16 128 UDCon23 Min 7.837 -8.052 2046.1116 0 0 0
Base 16 128 UDCon24 Max 8.9039 -11.8025 2180.6922 0 0 0
Base 16 128 UDCon24 Min 3.6483 -15.1953 2165.1304 0 0 0
Base 16 128 UDCon25 Max 5.8521 -20.0469 2230.4649 0 0 0
Base 16 128 UDCon25 Min -0.711 -24.289 2210.9601 0 0 0
Base 16 128 UDCon26 Max 17.4519 4.4344 2015.8437 0 0 0
Base 16 128 UDCon26 Min 10.8888 0.1923 1996.3389 0 0 0
Base 16 128 UDWal1 11.7187 -13.8982 2958.7627 0 0 0
Base 16 128 UDWal2 9.4341 -13.9117 3420.7412 0 0 0
Base 16 128 UDWal3 Max 8.3349 -11.2761 2910.6658 0 0 0
Base 16 128 UDWal3 Min 6.4788 -15.3968 2871.7258 0 0 0
Base 16 128 UDWal4 Max 10.1834 -8.4489 2893.4066 0 0 0
Base 16 128 UDWal4 Min 8.3273 -12.5695 2854.4666 0 0 0
Base 16 128 UDWal5 Max 8.3349 -11.2761 2910.6658 0 0 0Base 16 128 UDWal5 Min 6.4788 -15.3968 2871.7258 0 0 0
Base 16 128 UDWal6 Max 10.1834 -8.4489 2893.4066 0 0 0
Base 16 128 UDWal6 Min 8.3273 -12.5695 2854.4666 0 0 0
Base 16 128 UDWal7 Max 11.7231 -13.1437 2991.5455 0 0 0
Base 16 128 UDWal7 Min 9.5577 -17.9511 2946.1156 0 0 0
Base 16 128 UDWal8 Max 13.8797 -9.8453 2971.4098 0 0 0
Base 16 128 UDWal8 Min 11.7142 -14.6527 2925.9799 0 0 0
Base 16 128 UDWal9 Max 11.7231 -13.1437 2991.5455 0 0 0
Base 16 128 UDWal9 Min 9.5577 -17.9511 2946.1156 0 0 0
Base 16 128 UDWal10 Max 13.8797 -9.8453 2971.4098 0 0 0
Base 16 128 UDWal10 Min 11.7142 -14.6527 2925.9799 0 0 0
Base 16 128 UDWal11 Max 8.3749 -9.1728 2146.1848 0 0 0
Base 16 128 UDWal11 Min 6.2095 -13.9802 2100.7548 0 0 0
Base 16 128 UDWal12 Max 10.5315 -5.8744 2126.0491 0 0 0
Base 16 128 UDWal12 Min 8.366 -10.6818 2080.6191 0 0 0
Base 16 128 UDWal13 Max 8.3749 -9.1728 2146.1848 0 0 0
Base 16 128 UDWal13 Min 6.2095 -13.9802 2100.7548 0 0 0
Base 16 128 UDWal14 Max 10.5315 -5.8744 2126.0491 0 0 0
Base 16 128 UDWal14 Min 8.366 -10.6818 2080.6191 0 0 0
Base 16 128 UDWal15 Max 12.3787 -7.4073 2838.2275 0 0 0
Base 16 128 UDWal15 Min 7.8739 -10.3155 2824.8888 0 0 0
Base 16 128 UDWal16 Max 8.7884 -13.5302 2940.2436 0 0 0
Base 16 128 UDWal16 Min 4.2835 -16.4383 2926.9049 0 0 0Base 16 128 UDWal17 Max 6.1725 -20.5968 2982.9059 0 0 0
Base 16 128 UDWal17 Min 0.547 -24.2329 2966.1875 0 0 0
Base 16 128 UDWal18 Max 16.1152 0.3872 2798.9449 0 0 0
Base 16 128 UDWal18 Min 10.4897 -3.2489 2782.2265 0 0 0
Base 16 128 UDWal19 Max 16.4409 -8.6301 2907.0342 0 0 0
Base 16 128 UDWal19 Min 11.1852 -12.0229 2891.4724 0 0 0
Base 16 128 UDWal20 Max 12.2521 -15.7735 3026.053 0 0 0
Base 16 128 UDWal20 Min 6.9965 -19.1663 3010.4912 0 0 0
Base 16 128 UDWal21 Max 9.2003 -24.0178 3075.8257 0 0 0
Base 16 128 UDWal21 Min 2.6372 -28.2599 3056.3209 0 0 0
Base 16 128 UDWal22 Max 20.8001 0.4635 2861.2045 0 0 0
Base 16 128 UDWal22 Min 14.237 -3.7786 2841.6997 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 16 128 UDWal23 Max 13.0927 -4.6592 2061.6735 0 0 0
Base 16 128 UDWal23 Min 7.837 -8.052 2046.1116 0 0 0
Base 16 128 UDWal24 Max 8.9039 -11.8025 2180.6922 0 0 0
Base 16 128 UDWal24 Min 3.6483 -15.1953 2165.1304 0 0 0
Base 16 128 UDWal25 Max 5.8521 -20.0469 2230.4649 0 0 0
Base 16 128 UDWal25 Min -0.711 -24.289 2210.9601 0 0 0
Base 16 128 UDWal26 Max 17.4519 4.4344 2015.8437 0 0 0
Base 16 128 UDWal26 Min 10.8888 0.1923 1996.3389 0 0 0
Base 17 144 Dead 8.2037 -27.163 1194.0594 0 0 0
Base 17 144 Live -0.2622 -0.5121 129.9993 0 0 0
Base 17 144 EQX 1 -9.05 -34.4917 -162.2706 0 0 0
Base 17 144 EQX 2 -7.1655 -18.045 -129.3077 0 0 0
Base 17 144 EQY 1 -1.1386 -16.7905 -91.1667 0 0 0
Base 17 144 EQY 2 -3.4935 -37.3296 -132.5949 0 0 0Base 17 144 WIND-X 1 -2.0894 -6.1882 -31.4621 0 0 0
Base 17 144 WIND-X 2 -0.8434 -10.639 -34.6657 0 0 0
Base 17 144 WIND-Y 1 -2.0894 -6.1882 -31.4621 0 0 0
Base 17 144 WIND-Y 2 -0.8434 -10.639 -34.6657 0 0 0
Base 17 144 UDCon1 11.4851 -38.0282 1671.6831 0 0 0
Base 17 144 UDCon2 11.0656 -38.8476 1879.6819 0 0 0
Base 17 144 UDCon3 Max 8.5177 -40.636 1551.1158 0 0 0
Base 17 144 UDCon3 Min 7.0225 -45.977 1547.2715 0 0 0
Base 17 144 UDCon4 Max 12.0371 -20.4433 1630.4692 0 0 0
Base 17 144 UDCon4 Min 10.5418 -25.7843 1626.6249 0 0 0
Base 17 144 UDCon5 Max 8.5177 -40.636 1551.1158 0 0 0
Base 17 144 UDCon5 Min 7.0225 -45.977 1547.2715 0 0 0
Base 17 144 UDCon6 Max 12.0371 -20.4433 1630.4692 0 0 0
Base 17 144 UDCon6 Min 10.5418 -25.7843 1626.6249 0 0 0
Base 17 144 UDCon7 Max 10.3044 -46.6917 1627.6361 0 0 0
Base 17 144 UDCon7 Min 8.5599 -52.9229 1623.1512 0 0 0
Base 17 144 UDCon8 Max 14.4103 -23.1336 1720.2151 0 0 0
Base 17 144 UDCon8 Min 12.6658 -29.3647 1715.7301 0 0 0
Base 17 144 UDCon9 Max 10.3044 -46.6917 1627.6361 0 0 0
Base 17 144 UDCon9 Min 8.5599 -52.9229 1623.1512 0 0 0
Base 17 144 UDCon10 Max 14.4103 -23.1336 1720.2151 0 0 0
Base 17 144 UDCon10 Min 12.6658 -29.3647 1715.7301 0 0 0
Base 17 144 UDCon11 Max 7.0229 -35.8265 1150.0124 0 0 0Base 17 144 UDCon11 Min 5.2785 -42.0577 1145.5274 0 0 0
Base 17 144 UDCon12 Max 11.1288 -12.2684 1242.5913 0 0 0
Base 17 144 UDCon12 Min 9.3844 -18.4995 1238.1064 0 0 0
Base 17 144 UDCon13 Max 7.0229 -35.8265 1150.0124 0 0 0
Base 17 144 UDCon13 Min 5.2785 -42.0577 1145.5274 0 0 0
Base 17 144 UDCon14 Max 11.1288 -12.2684 1242.5913 0 0 0
Base 17 144 UDCon14 Min 9.3844 -18.4995 1238.1064 0 0 0
Base 17 144 UDCon15 Max 0.9311 -54.8642 1433.7012 0 0 0
Base 17 144 UDCon15 Min -1.3302 -74.6002 1394.1456 0 0 0
Base 17 144 UDCon16 Max 20.3897 8.1798 1783.5951 0 0 0
Base 17 144 UDCon16 Min 18.1284 -11.5562 1744.0395 0 0 0
Base 17 144 UDCon17 Max 8.1635 -53.3588 1479.4703 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 17 144 UDWal17 Max 8.1635 -53.3588 1479.4703 0 0 0
Base 17 144 UDWal17 Min 5.3376 -78.0056 1429.7565 0 0 0
Base 17 144 UDWal18 Max 13.7219 11.5853 1747.9842 0 0 0
Base 17 144 UDWal18 Min 10.896 -13.0615 1698.2704 0 0 0
Base 17 144 UDWal19 Max 1.4534 -63.2912 1490.6524 0 0 0
Base 17 144 UDWal19 Min -1.1848 -86.3166 1444.5042 0 0 0
Base 17 144 UDWal20 Max 24.1551 10.2601 1898.862 0 0 0
Base 17 144 UDWal20 Min 21.5168 -12.7652 1852.7138 0 0 0
Base 17 144 UDWal21 Max 9.8911 -61.535 1544.0497 0 0 0
Base 17 144 UDWal21 Min 6.5942 -90.2896 1486.0503 0 0 0
Base 17 144 UDWal22 Max 16.376 14.2331 1857.316 0 0 0
Base 17 144 UDWal22 Min 13.0791 -14.5215 1799.3165 0 0 0
Base 17 144 UDWal23 Max -1.8281 -52.426 1013.0287 0 0 0
Base 17 144 UDWal23 Min -4.4663 -75.4513 966.8805 0 0 0Base 17 144 UDWal24 Max 20.8736 21.1253 1421.2383 0 0 0
Base 17 144 UDWal24 Min 18.2354 -1.9 1375.0901 0 0 0
Base 17 144 UDWal25 Max 6.6097 -50.6698 1066.426 0 0 0
Base 17 144 UDWal25 Min 3.3128 -79.4244 1008.4265 0 0 0
Base 17 144 UDWal26 Max 13.0945 25.0984 1379.6922 0 0 0
Base 17 144 UDWal26 Min 9.7976 -3.6563 1321.6928 0 0 0
Base 18 152 Dead 40.0363 -7.928 1245.2357 0 0 0
Base 18 152 Live 0.1083 -0.1235 144.7064 0 0 0
Base 18 152 EQX 1 4.9557 -6.9533 -72.5004 0 0 0
Base 18 152 EQX 2 6.8615 -3.3968 -50.0224 0 0 0
Base 18 152 EQY 1 -3.1754 -12.4432 -179.7563 0 0 0
Base 18 152 EQY 2 -5.5517 -16.8841 -210.4046 0 0 0
Base 18 152 WIND-X 1 1.1867 -1.162 -11.8112 0 0 0
Base 18 152 WIND-X 2 -1.5721 -4.9198 -57.5825 0 0 0
Base 18 152 WIND-Y 1 1.1867 -1.162 -11.8112 0 0 0
Base 18 152 WIND-Y 2 -1.5721 -4.9198 -57.5825 0 0 0
Base 18 152 UDCon1 56.0508 -11.0992 1743.33 0 0 0
Base 18 152 UDCon2 56.2241 -11.2968 1974.8603 0 0 0
Base 18 152 UDCon3 Max 49.5975 -11.0562 1653.7571 0 0 0
Base 18 152 UDCon3 Min 46.2869 -15.5656 1598.8316 0 0 0
Base 18 152 UDCon4 Max 50.0601 -3.758 1737.0295 0 0 0
Base 18 152 UDCon4 Min 46.7495 -8.2675 1682.1041 0 0 0
Base 18 152 UDCon5 Max 49.5975 -11.0562 1653.7571 0 0 0Base 18 152 UDCon5 Min 46.2869 -15.5656 1598.8316 0 0 0
Base 18 152 UDCon6 Max 50.0601 -3.758 1737.0295 0 0 0
Base 18 152 UDCon6 Min 46.7495 -8.2675 1682.1041 0 0 0
Base 18 152 UDCon7 Max 57.7121 -12.726 1726.7943 0 0 0
Base 18 152 UDCon7 Min 53.8498 -17.987 1662.7146 0 0 0
Base 18 152 UDCon8 Max 58.2518 -4.2115 1823.9455 0 0 0
Base 18 152 UDCon8 Min 54.3894 -9.4725 1759.8658 0 0 0
Base 18 152 UDCon9 Max 57.7121 -12.726 1726.7943 0 0 0
Base 18 152 UDCon9 Min 53.8498 -17.987 1662.7146 0 0 0
Base 18 152 UDCon10 Max 58.2518 -4.2115 1823.9455 0 0 0
Base 18 152 UDCon10 Min 54.3894 -9.4725 1759.8658 0 0 0
Base 18 152 UDCon11 Max 41.6976 -9.5548 1228.7 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 18 152 UDCon11 Min 37.8352 -14.8158 1164.6203 0 0 0
Base 18 152 UDCon12 Max 42.2373 -1.0403 1325.8512 0 0 0
Base 18 152 UDCon12 Min 38.3749 -6.3013 1261.7715 0 0 0
Base 18 152 UDCon13 Max 41.6976 -9.5548 1228.7 0 0 0
Base 18 152 UDCon13 Min 37.8352 -14.8158 1164.6203 0 0 0
Base 18 152 UDCon14 Max 42.2373 -1.0403 1325.8512 0 0 0
Base 18 152 UDCon14 Min 38.3749 -6.3013 1261.7715 0 0 0
Base 18 152 UDCon15 Max 56.4073 -13.738 1607.9037 0 0 0
Base 18 152 UDCon15 Min 54.1203 -18.0058 1580.9301 0 0 0
Base 18 152 UDCon16 Max 42.2267 -1.3178 1754.9311 0 0 0
Base 18 152 UDCon16 Min 39.9397 -5.5857 1727.9574 0 0 0
Base 18 152 UDCon17 Max 44.363 -24.5936 1452.223 0 0 0
Base 18 152 UDCon17 Min 41.5114 -29.9227 1415.445 0 0 0
Base 18 152 UDCon18 Max 54.8356 10.5991 1920.4161 0 0 0Base 18 152 UDCon18 Min 51.984 5.27 1883.6381 0 0 0
Base 18 152 UDCon19 Max 65.6569 -15.8547 1673.2987 0 0 0
Base 18 152 UDCon19 Min 62.9887 -20.8339 1641.8295 0 0 0
Base 18 152 UDCon20 Max 49.1128 -1.3646 1844.8306 0 0 0
Base 18 152 UDCon20 Min 46.4446 -6.3437 1813.3613 0 0 0
Base 18 152 UDCon21 Max 51.6052 -28.5197 1491.6712 0 0 0
Base 18 152 UDCon21 Min 48.2783 -34.7369 1448.7635 0 0 0
Base 18 152 UDCon22 Max 63.8232 12.5385 2037.8965 0 0 0
Base 18 152 UDCon22 Min 60.4963 6.3212 1994.9888 0 0 0
Base 18 152 UDCon23 Max 49.6424 -12.6835 1175.2044 0 0 0
Base 18 152 UDCon23 Min 46.9742 -17.6627 1143.7352 0 0 0
Base 18 152 UDCon24 Max 33.0983 1.8066 1346.7363 0 0 0
Base 18 152 UDCon24 Min 30.4301 -3.1725 1315.2671 0 0 0
Base 18 152 UDCon25 Max 35.5907 -25.3485 993.5769 0 0 0
Base 18 152 UDCon25 Min 32.2638 -31.5657 950.6692 0 0 0
Base 18 152 UDCon26 Max 47.8087 15.7097 1539.8022 0 0 0
Base 18 152 UDCon26 Min 44.4818 9.4924 1496.8945 0 0 0
Base 18 152 UDWal1 56.0508 -11.0992 1743.33 0 0 0
Base 18 152 UDWal2 56.2241 -11.2968 1974.8603 0 0 0
Base 18 152 UDWal3 Max 49.5975 -11.0562 1653.7571 0 0 0
Base 18 152 UDWal3 Min 46.2869 -15.5656 1598.8316 0 0 0
Base 18 152 UDWal4 Max 50.0601 -3.758 1737.0295 0 0 0
Base 18 152 UDWal4 Min 46.7495 -8.2675 1682.1041 0 0 0Base 18 152 UDWal5 Max 49.5975 -11.0562 1653.7571 0 0 0
Base 18 152 UDWal5 Min 46.2869 -15.5656 1598.8316 0 0 0
Base 18 152 UDWal6 Max 50.0601 -3.758 1737.0295 0 0 0
Base 18 152 UDWal6 Min 46.7495 -8.2675 1682.1041 0 0 0
Base 18 152 UDWal7 Max 57.7121 -12.726 1726.7943 0 0 0
Base 18 152 UDWal7 Min 53.8498 -17.987 1662.7146 0 0 0
Base 18 152 UDWal8 Max 58.2518 -4.2115 1823.9455 0 0 0
Base 18 152 UDWal8 Min 54.3894 -9.4725 1759.8658 0 0 0
Base 18 152 UDWal9 Max 57.7121 -12.726 1726.7943 0 0 0
Base 18 152 UDWal9 Min 53.8498 -17.987 1662.7146 0 0 0
Base 18 152 UDWal10 Max 58.2518 -4.2115 1823.9455 0 0 0
Base 18 152 UDWal10 Min 54.3894 -9.4725 1759.8658 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 18 152 UDWal11 Max 41.6976 -9.5548 1228.7 0 0 0
Base 18 152 UDWal11 Min 37.8352 -14.8158 1164.6203 0 0 0
Base 18 152 UDWal12 Max 42.2373 -1.0403 1325.8512 0 0 0
Base 18 152 UDWal12 Min 38.3749 -6.3013 1261.7715 0 0 0
Base 18 152 UDWal13 Max 41.6976 -9.5548 1228.7 0 0 0
Base 18 152 UDWal13 Min 37.8352 -14.8158 1164.6203 0 0 0
Base 18 152 UDWal14 Max 42.2373 -1.0403 1325.8512 0 0 0
Base 18 152 UDWal14 Min 38.3749 -6.3013 1261.7715 0 0 0
Base 18 152 UDWal15 Max 56.4073 -13.738 1607.9037 0 0 0
Base 18 152 UDWal15 Min 54.1203 -18.0058 1580.9301 0 0 0
Base 18 152 UDWal16 Max 42.2267 -1.3178 1754.9311 0 0 0
Base 18 152 UDWal16 Min 39.9397 -5.5857 1727.9574 0 0 0
Base 18 152 UDWal17 Max 44.363 -24.5936 1452.223 0 0 0
Base 18 152 UDWal17 Min 41.5114 -29.9227 1415.445 0 0 0Base 18 152 UDWal18 Max 54.8356 10.5991 1920.4161 0 0 0
Base 18 152 UDWal18 Min 51.984 5.27 1883.6381 0 0 0
Base 18 152 UDWal19 Max 65.6569 -15.8547 1673.2987 0 0 0
Base 18 152 UDWal19 Min 62.9887 -20.8339 1641.8295 0 0 0
Base 18 152 UDWal20 Max 49.1128 -1.3646 1844.8306 0 0 0
Base 18 152 UDWal20 Min 46.4446 -6.3437 1813.3613 0 0 0
Base 18 152 UDWal21 Max 51.6052 -28.5197 1491.6712 0 0 0
Base 18 152 UDWal21 Min 48.2783 -34.7369 1448.7635 0 0 0
Base 18 152 UDWal22 Max 63.8232 12.5385 2037.8965 0 0 0
Base 18 152 UDWal22 Min 60.4963 6.3212 1994.9888 0 0 0
Base 18 152 UDWal23 Max 49.6424 -12.6835 1175.2044 0 0 0
Base 18 152 UDWal23 Min 46.9742 -17.6627 1143.7352 0 0 0
Base 18 152 UDWal24 Max 33.0983 1.8066 1346.7363 0 0 0
Base 18 152 UDWal24 Min 30.4301 -3.1725 1315.2671 0 0 0
Base 18 152 UDWal25 Max 35.5907 -25.3485 993.5769 0 0 0
Base 18 152 UDWal25 Min 32.2638 -31.5657 950.6692 0 0 0
Base 18 152 UDWal26 Max 47.8087 15.7097 1539.8022 0 0 0
Base 18 152 UDWal26 Min 44.4818 9.4924 1496.8945 0 0 0
Base 19 160 Dead -37.0485 -43.9991 1622.8623 0 0 0
Base 19 160 Live -0.0553 0.0967 195.7354 0 0 0
Base 19 160 EQX 1 -11.6461 12.8535 156.0582 0 0 0
Base 19 160 EQX 2 -8.0391 11.8274 134.7495 0 0 0
Base 19 160 EQY 1 -1.0781 24.0783 -352.4408 0 0 0Base 19 160 EQY 2 -5.5867 25.3557 -324.2111 0 0 0
Base 19 160 WIND-X 1 -2.533 3.1481 31.0467 0 0 0
Base 19 160 WIND-X 2 -1.2216 8.2104 -100.1166 0 0 0
Base 19 160 WIND-Y 1 -2.533 3.1481 31.0467 0 0 0
Base 19 160 WIND-Y 2 -1.2216 8.2104 -100.1166 0 0 0
Base 19 160 UDCon1 -51.868 -61.5988 2272.0072 0 0 0
Base 19 160 UDCon2 -51.9564 -61.4442 2585.1839 0 0 0
Base 19 160 UDCon3 Max -45.9905 -42.8305 2219.5733 0 0 0
Base 19 160 UDCon3 Min -47.5642 -48.9052 2062.1774 0 0 0
Base 19 160 UDCon4 Max -41.4849 -56.4607 2302.4571 0 0 0
Base 19 160 UDCon4 Min -43.0587 -62.5355 2145.0612 0 0 0
Base 19 160 UDCon5 Max -45.9905 -42.8305 2219.5733 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 19 160 UDCon5 Min -47.5642 -48.9052 2062.1774 0 0 0
Base 19 160 UDCon6 Max -41.4849 -56.4607 2302.4571 0 0 0
Base 19 160 UDCon6 Min -43.0587 -62.5355 2145.0612 0 0 0
Base 19 160 UDCon7 Max -53.5782 -50.1042 2315.4727 0 0 0
Base 19 160 UDCon7 Min -55.4142 -57.1914 2131.8441 0 0 0
Base 19 160 UDCon8 Max -48.3217 -66.0062 2412.1704 0 0 0
Base 19 160 UDCon8 Min -50.1578 -73.0934 2228.5418 0 0 0
Base 19 160 UDCon9 Max -53.5782 -50.1042 2315.4727 0 0 0
Base 19 160 UDCon9 Min -55.4142 -57.1914 2131.8441 0 0 0
Base 19 160 UDCon10 Max -48.3217 -66.0062 2412.1704 0 0 0
Base 19 160 UDCon10 Min -50.1578 -73.0934 2228.5418 0 0 0
Base 19 160 UDCon11 Max -38.7587 -32.5045 1666.3277 0 0 0
Base 19 160 UDCon11 Min -40.5948 -39.5918 1482.6991 0 0 0
Base 19 160 UDCon12 Max -33.5023 -48.4065 1763.0255 0 0 0Base 19 160 UDCon12 Min -35.3383 -55.4938 1579.3969 0 0 0
Base 19 160 UDCon13 Max -38.7587 -32.5045 1666.3277 0 0 0
Base 19 160 UDCon13 Min -40.5948 -39.5918 1482.6991 0 0 0
Base 19 160 UDCon14 Max -33.5023 -48.4065 1763.0255 0 0 0
Base 19 160 UDCon14 Min -35.3383 -55.4938 1579.3969 0 0 0
Base 19 160 UDCon15 Max -54.1714 -37.2588 2369.5871 0 0 0
Base 19 160 UDCon15 Min -58.4999 -38.4901 2344.0167 0 0 0
Base 19 160 UDCon16 Max -30.5493 -66.8759 2020.6179 0 0 0
Base 19 160 UDCon16 Min -34.8777 -68.1072 1995.0474 0 0 0
Base 19 160 UDCon17 Max -45.8182 -22.2562 1793.264 0 0 0
Base 19 160 UDCon17 Min -51.2286 -23.7891 1759.3883 0 0 0
Base 19 160 UDCon18 Max -37.8205 -81.5769 2605.2462 0 0 0
Base 19 160 UDCon18 Min -43.2309 -83.1098 2571.3705 0 0 0
Base 19 160 UDCon19 Max -63.1226 -43.6039 2490.4887 0 0 0
Base 19 160 UDCon19 Min -68.1725 -45.0404 2460.6565 0 0 0
Base 19 160 UDCon20 Max -35.5634 -78.1572 2083.3579 0 0 0
Base 19 160 UDCon20 Min -40.6133 -79.5937 2053.5258 0 0 0
Base 19 160 UDCon21 Max -53.3772 -26.1009 1818.1117 0 0 0
Base 19 160 UDCon21 Min -59.6894 -27.8893 1778.5901 0 0 0
Base 19 160 UDCon22 Max -44.0465 -95.3084 2765.4243 0 0 0
Base 19 160 UDCon22 Min -50.3587 -97.0967 2725.9027 0 0 0
Base 19 160 UDCon23 Max -48.3032 -26.0042 1841.3438 0 0 0
Base 19 160 UDCon23 Min -53.3531 -27.4407 1811.5116 0 0 0Base 19 160 UDCon24 Max -20.744 -60.5576 1434.213 0 0 0
Base 19 160 UDCon24 Min -25.7939 -61.9941 1404.3808 0 0 0
Base 19 160 UDCon25 Max -38.5578 -8.5012 1168.9668 0 0 0
Base 19 160 UDCon25 Min -44.87 -10.2896 1129.4452 0 0 0
Base 19 160 UDCon26 Max -29.2271 -77.7087 2116.2794 0 0 0
Base 19 160 UDCon26 Min -35.5393 -79.4971 2076.7578 0 0 0
Base 19 160 UDWal1 -51.868 -61.5988 2272.0072 0 0 0
Base 19 160 UDWal2 -51.9564 -61.4442 2585.1839 0 0 0
Base 19 160 UDWal3 Max -45.9905 -42.8305 2219.5733 0 0 0
Base 19 160 UDWal3 Min -47.5642 -48.9052 2062.1774 0 0 0
Base 19 160 UDWal4 Max -41.4849 -56.4607 2302.4571 0 0 0
Base 19 160 UDWal4 Min -43.0587 -62.5355 2145.0612 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 19 160 UDWal5 Max -45.9905 -42.8305 2219.5733 0 0 0
Base 19 160 UDWal5 Min -47.5642 -48.9052 2062.1774 0 0 0
Base 19 160 UDWal6 Max -41.4849 -56.4607 2302.4571 0 0 0
Base 19 160 UDWal6 Min -43.0587 -62.5355 2145.0612 0 0 0
Base 19 160 UDWal7 Max -53.5782 -50.1042 2315.4727 0 0 0
Base 19 160 UDWal7 Min -55.4142 -57.1914 2131.8441 0 0 0
Base 19 160 UDWal8 Max -48.3217 -66.0062 2412.1704 0 0 0
Base 19 160 UDWal8 Min -50.1578 -73.0934 2228.5418 0 0 0
Base 19 160 UDWal9 Max -53.5782 -50.1042 2315.4727 0 0 0
Base 19 160 UDWal9 Min -55.4142 -57.1914 2131.8441 0 0 0
Base 19 160 UDWal10 Max -48.3217 -66.0062 2412.1704 0 0 0
Base 19 160 UDWal10 Min -50.1578 -73.0934 2228.5418 0 0 0
Base 19 160 UDWal11 Max -38.7587 -32.5045 1666.3277 0 0 0
Base 19 160 UDWal11 Min -40.5948 -39.5918 1482.6991 0 0 0Base 19 160 UDWal12 Max -33.5023 -48.4065 1763.0255 0 0 0
Base 19 160 UDWal12 Min -35.3383 -55.4938 1579.3969 0 0 0
Base 19 160 UDWal13 Max -38.7587 -32.5045 1666.3277 0 0 0
Base 19 160 UDWal13 Min -40.5948 -39.5918 1482.6991 0 0 0
Base 19 160 UDWal14 Max -33.5023 -48.4065 1763.0255 0 0 0
Base 19 160 UDWal14 Min -35.3383 -55.4938 1579.3969 0 0 0
Base 19 160 UDWal15 Max -54.1714 -37.2588 2369.5871 0 0 0
Base 19 160 UDWal15 Min -58.4999 -38.4901 2344.0167 0 0 0
Base 19 160 UDWal16 Max -30.5493 -66.8759 2020.6179 0 0 0
Base 19 160 UDWal16 Min -34.8777 -68.1072 1995.0474 0 0 0
Base 19 160 UDWal17 Max -45.8182 -22.2562 1793.264 0 0 0
Base 19 160 UDWal17 Min -51.2286 -23.7891 1759.3883 0 0 0
Base 19 160 UDWal18 Max -37.8205 -81.5769 2605.2462 0 0 0
Base 19 160 UDWal18 Min -43.2309 -83.1098 2571.3705 0 0 0
Base 19 160 UDWal19 Max -63.1226 -43.6039 2490.4887 0 0 0
Base 19 160 UDWal19 Min -68.1725 -45.0404 2460.6565 0 0 0
Base 19 160 UDWal20 Max -35.5634 -78.1572 2083.3579 0 0 0
Base 19 160 UDWal20 Min -40.6133 -79.5937 2053.5258 0 0 0
Base 19 160 UDWal21 Max -53.3772 -26.1009 1818.1117 0 0 0
Base 19 160 UDWal21 Min -59.6894 -27.8893 1778.5901 0 0 0
Base 19 160 UDWal22 Max -44.0465 -95.3084 2765.4243 0 0 0
Base 19 160 UDWal22 Min -50.3587 -97.0967 2725.9027 0 0 0
Base 19 160 UDWal23 Max -48.3032 -26.0042 1841.3438 0 0 0Base 19 160 UDWal23 Min -53.3531 -27.4407 1811.5116 0 0 0
Base 19 160 UDWal24 Max -20.744 -60.5576 1434.213 0 0 0
Base 19 160 UDWal24 Min -25.7939 -61.9941 1404.3808 0 0 0
Base 19 160 UDWal25 Max -38.5578 -8.5012 1168.9668 0 0 0
Base 19 160 UDWal25 Min -44.87 -10.2896 1129.4452 0 0 0
Base 19 160 UDWal26 Max -29.2271 -77.7087 2116.2794 0 0 0
Base 19 160 UDWal26 Min -35.5393 -79.4971 2076.7578 0 0 0
Base 20 168 Dead -5.9988 2.1516 700.1775 0 0 0
Base 20 168 Live -1.4341 0.0999 66.9207 0 0 0
Base 20 168 EQX 1 -9.5685 -15.2194 -56.6463 0 0 0
Base 20 168 EQX 2 -5.9211 -11.3488 -125.0848 0 0 0
Base 20 168 EQY 1 -1.8967 8.9546 376.1816 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 20 168 EQY 2 -6.4525 4.1339 462.1164 0 0 0
Base 20 168 WIND-X 1 -1.9584 -3.4714 -25.7947 0 0 0
Base 20 168 WIND-X 2 -1.513 1.0801 129.2255 0 0 0
Base 20 168 WIND-Y 1 -1.9584 -3.4714 -25.7947 0 0 0
Base 20 168 WIND-Y 2 -1.513 1.0801 129.2255 0 0 0
Base 20 168 UDCon1 -8.3984 3.0123 980.2485 0 0 0
Base 20 168 UDCon2 -10.693 3.1722 1087.3216 0 0 0
Base 20 168 UDCon3 Max -10.7351 3.9979 1075.5884 0 0 0
Base 20 168 UDCon3 Min -11.2696 -1.4639 889.5642 0 0 0
Base 20 168 UDCon4 Max -6.5694 6.8676 951.4715 0 0 0
Base 20 168 UDCon4 Min -7.1039 1.4058 765.4473 0 0 0
Base 20 168 UDCon5 Max -10.7351 3.9979 1075.5884 0 0 0
Base 20 168 UDCon5 Min -11.2696 -1.4639 889.5642 0 0 0
Base 20 168 UDCon6 Max -6.5694 6.8676 951.4715 0 0 0Base 20 168 UDCon6 Min -7.1039 1.4058 765.4473 0 0 0
Base 20 168 UDCon7 Max -10.5166 4.5244 1161.1641 0 0 0
Base 20 168 UDCon7 Min -11.1402 -1.8477 944.1359 0 0 0
Base 20 168 UDCon8 Max -5.6566 7.8723 1016.3611 0 0 0
Base 20 168 UDCon8 Min -6.2802 1.5002 799.3329 0 0 0
Base 20 168 UDCon9 Max -10.5166 4.5244 1161.1641 0 0 0
Base 20 168 UDCon9 Min -11.1402 -1.8477 944.1359 0 0 0
Base 20 168 UDCon10 Max -5.6566 7.8723 1016.3611 0 0 0
Base 20 168 UDCon10 Min -6.2802 1.5002 799.3329 0 0 0
Base 20 168 UDCon11 Max -8.117 3.6637 881.0931 0 0 0
Base 20 168 UDCon11 Min -8.7406 -2.7084 664.0649 0 0 0
Base 20 168 UDCon12 Max -3.257 7.0117 736.2901 0 0 0
Base 20 168 UDCon12 Min -3.8806 0.6396 519.2619 0 0 0
Base 20 168 UDCon13 Max -8.117 3.6637 881.0931 0 0 0
Base 20 168 UDCon13 Min -8.7406 -2.7084 664.0649 0 0 0
Base 20 168 UDCon14 Max -3.257 7.0117 736.2901 0 0 0
Base 20 168 UDCon14 Min -3.8806 0.6396 519.2619 0 0 0
Base 20 168 UDCon15 Max -16.0249 -10.9167 852.5423 0 0 0
Base 20 168 UDCon15 Min -20.4017 -15.5614 770.416 0 0 0
Base 20 168 UDCon16 Max 2.5627 20.9651 1070.6196 0 0 0
Base 20 168 UDCon16 Min -1.8142 16.3205 988.4933 0 0 0
Base 20 168 UDCon17 Max -11.1956 13.4474 1475.0575 0 0 0
Base 20 168 UDCon17 Min -16.6626 7.6626 1371.9357 0 0 0Base 20 168 UDCon18 Max -1.1765 -2.2588 469.0999 0 0 0
Base 20 168 UDCon18 Min -6.6435 -8.0436 365.9782 0 0 0
Base 20 168 UDCon19 Max -16.688 -12.8761 900.9437 0 0 0
Base 20 168 UDCon19 Min -21.7943 -18.2948 805.1297 0 0 0
Base 20 168 UDCon20 Max 4.9975 24.3194 1155.3673 0 0 0
Base 20 168 UDCon20 Min -0.1088 18.9007 1059.5533 0 0 0
Base 20 168 UDCon21 Max -11.0537 15.5487 1627.2114 0 0 0
Base 20 168 UDCon21 Min -17.4319 8.7998 1506.9027 0 0 0
Base 20 168 UDCon22 Max 0.6352 -2.7752 453.5943 0 0 0
Base 20 168 UDCon22 Min -5.743 -9.5241 333.2855 0 0 0
Base 20 168 UDCon23 Max -14.2884 -13.7367 620.8727 0 0 0
Base 20 168 UDCon23 Min -19.3947 -19.1555 525.0587 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 20 168 UDCon24 Max 7.3971 23.4588 875.2963 0 0 0
Base 20 168 UDCon24 Min 2.2908 18.04 779.4823 0 0 0
Base 20 168 UDCon25 Max -8.6542 14.6881 1347.1404 0 0 0
Base 20 168 UDCon25 Min -15.0324 7.9392 1226.8317 0 0 0
Base 20 168 UDCon26 Max 3.0347 -3.6359 173.5233 0 0 0
Base 20 168 UDCon26 Min -3.3435 -10.3848 53.2145 0 0 0
Base 20 168 UDWal1 -8.3984 3.0123 980.2485 0 0 0
Base 20 168 UDWal2 -10.693 3.1722 1087.3216 0 0 0
Base 20 168 UDWal3 Max -10.7351 3.9979 1075.5884 0 0 0
Base 20 168 UDWal3 Min -11.2696 -1.4639 889.5642 0 0 0
Base 20 168 UDWal4 Max -6.5694 6.8676 951.4715 0 0 0
Base 20 168 UDWal4 Min -7.1039 1.4058 765.4473 0 0 0
Base 20 168 UDWal5 Max -10.7351 3.9979 1075.5884 0 0 0
Base 20 168 UDWal5 Min -11.2696 -1.4639 889.5642 0 0 0Base 20 168 UDWal6 Max -6.5694 6.8676 951.4715 0 0 0
Base 20 168 UDWal6 Min -7.1039 1.4058 765.4473 0 0 0
Base 20 168 UDWal7 Max -10.5166 4.5244 1161.1641 0 0 0
Base 20 168 UDWal7 Min -11.1402 -1.8477 944.1359 0 0 0
Base 20 168 UDWal8 Max -5.6566 7.8723 1016.3611 0 0 0
Base 20 168 UDWal8 Min -6.2802 1.5002 799.3329 0 0 0
Base 20 168 UDWal9 Max -10.5166 4.5244 1161.1641 0 0 0
Base 20 168 UDWal9 Min -11.1402 -1.8477 944.1359 0 0 0
Base 20 168 UDWal10 Max -5.6566 7.8723 1016.3611 0 0 0
Base 20 168 UDWal10 Min -6.2802 1.5002 799.3329 0 0 0
Base 20 168 UDWal11 Max -8.117 3.6637 881.0931 0 0 0
Base 20 168 UDWal11 Min -8.7406 -2.7084 664.0649 0 0 0
Base 20 168 UDWal12 Max -3.257 7.0117 736.2901 0 0 0
Base 20 168 UDWal12 Min -3.8806 0.6396 519.2619 0 0 0
Base 20 168 UDWal13 Max -8.117 3.6637 881.0931 0 0 0
Base 20 168 UDWal13 Min -8.7406 -2.7084 664.0649 0 0 0
Base 20 168 UDWal14 Max -3.257 7.0117 736.2901 0 0 0
Base 20 168 UDWal14 Min -3.8806 0.6396 519.2619 0 0 0
Base 20 168 UDWal15 Max -16.0249 -10.9167 852.5423 0 0 0
Base 20 168 UDWal15 Min -20.4017 -15.5614 770.416 0 0 0
Base 20 168 UDWal16 Max 2.5627 20.9651 1070.6196 0 0 0
Base 20 168 UDWal16 Min -1.8142 16.3205 988.4933 0 0 0
Base 20 168 UDWal17 Max -11.1956 13.4474 1475.0575 0 0 0Base 20 168 UDWal17 Min -16.6626 7.6626 1371.9357 0 0 0
Base 20 168 UDWal18 Max -1.1765 -2.2588 469.0999 0 0 0
Base 20 168 UDWal18 Min -6.6435 -8.0436 365.9782 0 0 0
Base 20 168 UDWal19 Max -16.688 -12.8761 900.9437 0 0 0
Base 20 168 UDWal19 Min -21.7943 -18.2948 805.1297 0 0 0
Base 20 168 UDWal20 Max 4.9975 24.3194 1155.3673 0 0 0
Base 20 168 UDWal20 Min -0.1088 18.9007 1059.5533 0 0 0
Base 20 168 UDWal21 Max -11.0537 15.5487 1627.2114 0 0 0
Base 20 168 UDWal21 Min -17.4319 8.7998 1506.9027 0 0 0
Base 20 168 UDWal22 Max 0.6352 -2.7752 453.5943 0 0 0
Base 20 168 UDWal22 Min -5.743 -9.5241 333.2855 0 0 0
Base 20 168 UDWal23 Max -14.2884 -13.7367 620.8727 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 20 168 UDWal23 Min -19.3947 -19.1555 525.0587 0 0 0
Base 20 168 UDWal24 Max 7.3971 23.4588 875.2963 0 0 0
Base 20 168 UDWal24 Min 2.2908 18.04 779.4823 0 0 0
Base 20 168 UDWal25 Max -8.6542 14.6881 1347.1404 0 0 0
Base 20 168 UDWal25 Min -15.0324 7.9392 1226.8317 0 0 0
Base 20 168 UDWal26 Max 3.0347 -3.6359 173.5233 0 0 0
Base 20 168 UDWal26 Min -3.3435 -10.3848 53.2145 0 0 0
Base 21 176 Dead 20.2112 3.0178 774.7429 0 0 0
Base 21 176 Live 0.735 -0.1246 53.6385 0 0 0
Base 21 176 EQX 1 11.1597 -2.2163 -31.7012 0 0 0
Base 21 176 EQX 2 11.4496 -0.4936 -53.4985 0 0 0
Base 21 176 EQY 1 -2.0319 -7.1826 250.6286 0 0 0
Base 21 176 EQY 2 -2.385 -9.3308 281.1443 0 0 0
Base 21 176 WIND-X 1 2.4608 -0.2608 -8.8271 0 0 0Base 21 176 WIND-X 2 -0.8386 -2.7343 78.7542 0 0 0
Base 21 176 WIND-Y 1 2.4608 -0.2608 -8.8271 0 0 0
Base 21 176 WIND-Y 2 -0.8386 -2.7343 78.7542 0 0 0
Base 21 176 UDCon1 28.2956 4.225 1084.6401 0 0 0
Base 21 176 UDCon2 29.4716 4.0257 1170.4616 0 0 0
Base 21 176 UDCon3 Max 28.0884 3.159 1088.5627 0 0 0
Base 21 176 UDCon3 Min 24.1291 0.1908 983.4652 0 0 0
Base 21 176 UDCon4 Max 26.1417 6.7531 1004.6501 0 0 0
Base 21 176 UDCon4 Min 22.1824 3.7849 899.5526 0 0 0
Base 21 176 UDCon5 Max 28.0884 3.159 1088.5627 0 0 0
Base 21 176 UDCon5 Min 24.1291 0.1908 983.4652 0 0 0
Base 21 176 UDCon6 Max 26.1417 6.7531 1004.6501 0 0 0
Base 21 176 UDCon6 Min 22.1824 3.7849 899.5526 0 0 0
Base 21 176 UDCon7 Max 31.7408 3.8599 1194.8959 0 0 0
Base 21 176 UDCon7 Min 27.1216 0.397 1072.2822 0 0 0
Base 21 176 UDCon8 Max 29.4696 8.053 1096.998 0 0 0
Base 21 176 UDCon8 Min 24.8505 4.5901 974.3842 0 0 0
Base 21 176 UDCon9 Max 31.7408 3.8599 1194.8959 0 0 0
Base 21 176 UDCon9 Min 27.1216 0.397 1072.2822 0 0 0
Base 21 176 UDCon10 Max 29.4696 8.053 1096.998 0 0 0
Base 21 176 UDCon10 Min 24.8505 4.5901 974.3842 0 0 0
Base 21 176 UDCon11 Max 23.6563 2.6528 884.9988 0 0 0
Base 21 176 UDCon11 Min 19.0371 -0.8101 762.385 0 0 0Base 21 176 UDCon12 Max 21.3852 6.8458 787.1008 0 0 0
Base 21 176 UDCon12 Min 16.766 3.3829 664.4871 0 0 0
Base 21 176 UDCon13 Max 23.6563 2.6528 884.9988 0 0 0
Base 21 176 UDCon13 Min 19.0371 -0.8101 762.385 0 0 0
Base 21 176 UDCon14 Max 21.3852 6.8458 787.1008 0 0 0
Base 21 176 UDCon14 Min 16.766 3.3829 664.4871 0 0 0
Base 21 176 UDCon15 Max 38.8749 2.8796 956.0163 0 0 0
Base 21 176 UDCon15 Min 38.527 0.8124 929.8594 0 0 0
Base 21 176 UDCon16 Max 11.7438 6.1315 1058.2559 0 0 0
Base 21 176 UDCon16 Min 11.3959 4.0642 1032.099 0 0 0
Base 21 176 UDCon17 Max 22.6971 -5.1471 1331.4308 0 0 0
Base 21 176 UDCon17 Min 22.2734 -7.725 1294.812 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 21 176 UDCon18 Max 27.9973 14.6689 693.3033 0 0 0
Base 21 176 UDCon18 Min 27.5737 12.091 656.6845 0 0 0
Base 21 176 UDCon19 Max 44.325 3.534 1040.2585 0 0 0
Base 21 176 UDCon19 Min 43.9191 1.1222 1009.7421 0 0 0
Base 21 176 UDCon20 Max 12.6721 7.3278 1159.538 0 0 0
Base 21 176 UDCon20 Min 12.2662 4.916 1129.0217 0 0 0
Base 21 176 UDCon21 Max 25.4509 -5.8306 1478.2421 0 0 0
Base 21 176 UDCon21 Min 24.9567 -8.8381 1435.5202 0 0 0
Base 21 176 UDCon22 Max 31.6346 17.2881 733.76 0 0 0
Base 21 176 UDCon22 Min 31.1403 14.2806 691.0381 0 0 0
Base 21 176 UDCon23 Max 36.2406 2.3268 730.3613 0 0 0
Base 21 176 UDCon23 Min 35.8347 -0.085 699.845 0 0 0
Base 21 176 UDCon24 Max 4.5876 6.1207 849.6409 0 0 0
Base 21 176 UDCon24 Min 4.1817 3.7089 819.1245 0 0 0Base 21 176 UDCon25 Max 17.3664 -7.0377 1168.3449 0 0 0
Base 21 176 UDCon25 Min 16.8722 -10.0453 1125.623 0 0 0
Base 21 176 UDCon26 Max 23.5501 16.081 423.8628 0 0 0
Base 21 176 UDCon26 Min 23.0559 13.0734 381.1409 0 0 0
Base 21 176 UDWal1 28.2956 4.225 1084.6401 0 0 0
Base 21 176 UDWal2 29.4716 4.0257 1170.4616 0 0 0
Base 21 176 UDWal3 Max 28.0884 3.159 1088.5627 0 0 0
Base 21 176 UDWal3 Min 24.1291 0.1908 983.4652 0 0 0
Base 21 176 UDWal4 Max 26.1417 6.7531 1004.6501 0 0 0
Base 21 176 UDWal4 Min 22.1824 3.7849 899.5526 0 0 0
Base 21 176 UDWal5 Max 28.0884 3.159 1088.5627 0 0 0
Base 21 176 UDWal5 Min 24.1291 0.1908 983.4652 0 0 0
Base 21 176 UDWal6 Max 26.1417 6.7531 1004.6501 0 0 0
Base 21 176 UDWal6 Min 22.1824 3.7849 899.5526 0 0 0
Base 21 176 UDWal7 Max 31.7408 3.8599 1194.8959 0 0 0
Base 21 176 UDWal7 Min 27.1216 0.397 1072.2822 0 0 0
Base 21 176 UDWal8 Max 29.4696 8.053 1096.998 0 0 0
Base 21 176 UDWal8 Min 24.8505 4.5901 974.3842 0 0 0
Base 21 176 UDWal9 Max 31.7408 3.8599 1194.8959 0 0 0
Base 21 176 UDWal9 Min 27.1216 0.397 1072.2822 0 0 0
Base 21 176 UDWal10 Max 29.4696 8.053 1096.998 0 0 0
Base 21 176 UDWal10 Min 24.8505 4.5901 974.3842 0 0 0
Base 21 176 UDWal11 Max 23.6563 2.6528 884.9988 0 0 0Base 21 176 UDWal11 Min 19.0371 -0.8101 762.385 0 0 0
Base 21 176 UDWal12 Max 21.3852 6.8458 787.1008 0 0 0
Base 21 176 UDWal12 Min 16.766 3.3829 664.4871 0 0 0
Base 21 176 UDWal13 Max 23.6563 2.6528 884.9988 0 0 0
Base 21 176 UDWal13 Min 19.0371 -0.8101 762.385 0 0 0
Base 21 176 UDWal14 Max 21.3852 6.8458 787.1008 0 0 0
Base 21 176 UDWal14 Min 16.766 3.3829 664.4871 0 0 0
Base 21 176 UDWal15 Max 38.8749 2.8796 956.0163 0 0 0
Base 21 176 UDWal15 Min 38.527 0.8124 929.8594 0 0 0
Base 21 176 UDWal16 Max 11.7438 6.1315 1058.2559 0 0 0
Base 21 176 UDWal16 Min 11.3959 4.0642 1032.099 0 0 0
Base 21 176 UDWal17 Max 22.6971 -5.1471 1331.4308 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 22 184 UDCon12 Max -13.4877 -2.3698 784.5431 0 0 0
Base 22 184 UDCon12 Min -15.0076 -4.7393 541.5173 0 0 0
Base 22 184 UDCon13 Max -24.0768 -2.3491 778.7098 0 0 0
Base 22 184 UDCon13 Min -25.5967 -4.7186 535.684 0 0 0
Base 22 184 UDCon14 Max -13.4877 -2.3698 784.5431 0 0 0
Base 22 184 UDCon14 Min -15.0076 -4.7393 541.5173 0 0 0
Base 22 184 UDCon15 Max -37.982 -0.4651 404.5036 0 0 0
Base 22 184 UDCon15 Min -48.631 -0.6587 319.2765 0 0 0
Base 22 184 UDCon16 Max 0.7086 -8.1896 1345.6696 0 0 0
Base 22 184 UDCon16 Min -9.9404 -8.3832 1260.4424 0 0 0
Base 22 184 UDCon17 Max -27.8354 -7.1507 1238.2341 0 0 0
Base 22 184 UDCon17 Min -41.1306 -7.3967 1128.7844 0 0 0
Base 22 184 UDCon18 Max -6.7918 -1.4516 536.1617 0 0 0
Base 22 184 UDCon18 Min -20.087 -1.6976 426.7119 0 0 0Base 22 184 UDCon19 Max -43.7167 -0.343 424.8613 0 0 0
Base 22 184 UDCon19 Min -56.1405 -0.5689 325.4297 0 0 0
Base 22 184 UDCon20 Max 1.4223 -9.3549 1522.8882 0 0 0
Base 22 184 UDCon20 Min -11.0015 -9.5808 1423.4566 0 0 0
Base 22 184 UDCon21 Max -31.879 -8.1429 1397.5469 0 0 0
Base 22 184 UDCon21 Min -47.39 -8.4299 1269.8556 0 0 0
Base 22 184 UDCon22 Max -7.3281 -1.4939 578.4624 0 0 0
Base 22 184 UDCon22 Min -22.8392 -1.7809 450.771 0 0 0
Base 22 184 UDCon23 Max -35.8998 1.0747 160.8159 0 0 0
Base 22 184 UDCon23 Min -48.3236 0.8488 61.3843 0 0 0
Base 22 184 UDCon24 Max 9.2392 -7.9372 1258.8428 0 0 0
Base 22 184 UDCon24 Min -3.1846 -8.1631 1159.4112 0 0 0
Base 22 184 UDCon25 Max -24.0621 -6.7252 1133.5015 0 0 0
Base 22 184 UDCon25 Min -39.5732 -7.0122 1005.8102 0 0 0
Base 22 184 UDCon26 Max 0.4888 -0.0762 314.4169 0 0 0
Base 22 184 UDCon26 Min -15.0223 -0.3632 186.7256 0 0 0
Base 22 184 UDWal1 -27.3591 -4.9619 924.159 0 0 0
Base 22 184 UDWal2 -28.0398 -5.19 977.9413 0 0 0
Base 22 184 UDWal3 Max -27.848 -3.3998 934.1269 0 0 0
Base 22 184 UDWal3 Min -29.1507 -5.4308 725.8191 0 0 0
Base 22 184 UDWal4 Max -18.7717 -3.4175 939.1269 0 0 0
Base 22 184 UDWal4 Min -20.0744 -5.4485 730.8191 0 0 0
Base 22 184 UDWal5 Max -27.848 -3.3998 934.1269 0 0 0Base 22 184 UDWal5 Min -29.1507 -5.4308 725.8191 0 0 0
Base 22 184 UDWal6 Max -18.7717 -3.4175 939.1269 0 0 0
Base 22 184 UDWal6 Min -20.0744 -5.4485 730.8191 0 0 0
Base 22 184 UDWal7 Max -31.8936 -3.7668 1042.7552 0 0 0
Base 22 184 UDWal7 Min -33.4135 -6.1363 799.7294 0 0 0
Base 22 184 UDWal8 Max -21.3046 -3.7875 1048.5885 0 0 0
Base 22 184 UDWal8 Min -22.8245 -6.157 805.5628 0 0 0
Base 22 184 UDWal9 Max -31.8936 -3.7668 1042.7552 0 0 0
Base 22 184 UDWal9 Min -33.4135 -6.1363 799.7294 0 0 0
Base 22 184 UDWal10 Max -21.3046 -3.7875 1048.5885 0 0 0
Base 22 184 UDWal10 Min -22.8245 -6.157 805.5628 0 0 0
Base 22 184 UDWal11 Max -24.0768 -2.3491 778.7098 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 22 184 UDWal11 Min -25.5967 -4.7186 535.684 0 0 0
Base 22 184 UDWal12 Max -13.4877 -2.3698 784.5431 0 0 0
Base 22 184 UDWal12 Min -15.0076 -4.7393 541.5173 0 0 0
Base 22 184 UDWal13 Max -24.0768 -2.3491 778.7098 0 0 0
Base 22 184 UDWal13 Min -25.5967 -4.7186 535.684 0 0 0
Base 22 184 UDWal14 Max -13.4877 -2.3698 784.5431 0 0 0
Base 22 184 UDWal14 Min -15.0076 -4.7393 541.5173 0 0 0
Base 22 184 UDWal15 Max -37.982 -0.4651 404.5036 0 0 0
Base 22 184 UDWal15 Min -48.631 -0.6587 319.2765 0 0 0
Base 22 184 UDWal16 Max 0.7086 -8.1896 1345.6696 0 0 0
Base 22 184 UDWal16 Min -9.9404 -8.3832 1260.4424 0 0 0
Base 22 184 UDWal17 Max -27.8354 -7.1507 1238.2341 0 0 0
Base 22 184 UDWal17 Min -41.1306 -7.3967 1128.7844 0 0 0
Base 22 184 UDWal18 Max -6.7918 -1.4516 536.1617 0 0 0Base 22 184 UDWal18 Min -20.087 -1.6976 426.7119 0 0 0
Base 22 184 UDWal19 Max -43.7167 -0.343 424.8613 0 0 0
Base 22 184 UDWal19 Min -56.1405 -0.5689 325.4297 0 0 0
Base 22 184 UDWal20 Max 1.4223 -9.3549 1522.8882 0 0 0
Base 22 184 UDWal20 Min -11.0015 -9.5808 1423.4566 0 0 0
Base 22 184 UDWal21 Max -31.879 -8.1429 1397.5469 0 0 0
Base 22 184 UDWal21 Min -47.39 -8.4299 1269.8556 0 0 0
Base 22 184 UDWal22 Max -7.3281 -1.4939 578.4624 0 0 0
Base 22 184 UDWal22 Min -22.8392 -1.7809 450.771 0 0 0
Base 22 184 UDWal23 Max -35.8998 1.0747 160.8159 0 0 0
Base 22 184 UDWal23 Min -48.3236 0.8488 61.3843 0 0 0
Base 22 184 UDWal24 Max 9.2392 -7.9372 1258.8428 0 0 0
Base 22 184 UDWal24 Min -3.1846 -8.1631 1159.4112 0 0 0
Base 22 184 UDWal25 Max -24.0621 -6.7252 1133.5015 0 0 0
Base 22 184 UDWal25 Min -39.5732 -7.0122 1005.8102 0 0 0
Base 22 184 UDWal26 Max 0.4888 -0.0762 314.4169 0 0 0
Base 22 184 UDWal26 Min -15.0223 -0.3632 186.7256 0 0 0
Base 23 192 Dead -9.1803 -16.584 1341.667 0 0 0
Base 23 192 Live -1.2322 -1.2524 153.4671 0 0 0
Base 23 192 EQX 1 -67.0426 1.6993 482.8013 0 0 0
Base 23 192 EQX 2 -48.123 2.5259 418.3233 0 0 0
Base 23 192 EQY 1 -7.7702 39.68 171.1614 0 0 0
Base 23 192 EQY 2 -31.4136 38.6337 252.0202 0 0 0Base 23 192 WIND-X 1 -14.3024 0.6844 100.1156 0 0 0
Base 23 192 WIND-X 2 -7.0889 12.155 65.4229 0 0 0
Base 23 192 WIND-Y 1 -14.3024 0.6844 100.1156 0 0 0
Base 23 192 WIND-Y 2 -7.0889 12.155 65.4229 0 0 0
Base 23 192 UDCon1 -12.8524 -23.2175 1878.3338 0 0 0
Base 23 192 UDCon2 -14.8239 -25.2214 2123.8812 0 0 0
Base 23 192 UDCon3 Max -21.0016 -6.8176 1914.2997 0 0 0
Base 23 192 UDCon3 Min -29.6578 -20.5823 1872.6685 0 0 0
Base 23 192 UDCon4 Max 4.6679 -22.2249 1715.6534 0 0 0
Base 23 192 UDCon4 Min -3.9883 -35.9896 1674.0222 0 0 0
Base 23 192 UDCon5 Max -21.0016 -6.8176 1914.2997 0 0 0
Base 23 192 UDCon5 Min -29.6578 -20.5823 1872.6685 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 23 192 UDCon6 Max 4.6679 -22.2249 1715.6534 0 0 0
Base 23 192 UDCon6 Min -3.9883 -35.9896 1674.0222 0 0 0
Base 23 192 UDCon7 Max -22.7768 -6.2006 2018.4957 0 0 0
Base 23 192 UDCon7 Min -32.8757 -22.2593 1969.9259 0 0 0
Base 23 192 UDCon8 Max 7.171 -24.1757 1786.7417 0 0 0
Base 23 192 UDCon8 Min -2.9279 -40.2345 1738.1719 0 0 0
Base 23 192 UDCon9 Max -22.7768 -6.2006 2018.4957 0 0 0
Base 23 192 UDCon9 Min -32.8757 -22.2593 1969.9259 0 0 0
Base 23 192 UDCon10 Max 7.171 -24.1757 1786.7417 0 0 0
Base 23 192 UDCon10 Min -2.9279 -40.2345 1738.1719 0 0 0
Base 23 192 UDCon11 Max -19.1047 0.433 1481.8289 0 0 0
Base 23 192 UDCon11 Min -29.2036 -15.6258 1433.2591 0 0 0
Base 23 192 UDCon12 Max 10.8431 -17.5421 1250.0749 0 0 0
Base 23 192 UDCon12 Min 0.7442 -33.6009 1201.5051 0 0 0Base 23 192 UDCon13 Max -19.1047 0.433 1481.8289 0 0 0
Base 23 192 UDCon13 Min -29.2036 -15.6258 1433.2591 0 0 0
Base 23 192 UDCon14 Max 10.8431 -17.5421 1250.0749 0 0 0
Base 23 192 UDCon14 Min 0.7442 -33.6009 1201.5051 0 0 0
Base 23 192 UDCon15 Max -70.2425 -18.3726 2373.5225 0 0 0
Base 23 192 UDCon15 Min -92.9461 -19.3645 2296.1489 0 0 0
Base 23 192 UDCon16 Max 67.9562 -23.4428 1292.173 0 0 0
Base 23 192 UDCon16 Min 45.2527 -24.4347 1214.7994 0 0 0
Base 23 192 UDCon17 Max -21.8192 26.2124 2096.5852 0 0 0
Base 23 192 UDCon17 Min -50.1912 24.9568 1999.5547 0 0 0
Base 23 192 UDCon18 Max 25.2013 -67.7641 1588.7672 0 0 0
Base 23 192 UDCon18 Min -3.1707 -69.0196 1491.7367 0 0 0
Base 23 192 UDCon19 Max -80.2246 -19.6813 2554.2556 0 0 0
Base 23 192 UDCon19 Min -106.7121 -20.8385 2463.9864 0 0 0
Base 23 192 UDCon20 Max 81.0073 -25.5966 1292.6812 0 0 0
Base 23 192 UDCon20 Min 54.5198 -26.7538 1202.4121 0 0 0
Base 23 192 UDCon21 Max -23.7307 32.3345 2231.1621 0 0 0
Base 23 192 UDCon21 Min -56.8313 30.8697 2117.9598 0 0 0
Base 23 192 UDCon22 Max 31.1266 -77.3047 1638.7078 0 0 0
Base 23 192 UDCon22 Min -1.974 -78.7696 1525.5055 0 0 0
Base 23 192 UDCon23 Max -76.5525 -13.0477 2017.5888 0 0 0
Base 23 192 UDCon23 Min -103.04 -14.2049 1927.3196 0 0 0
Base 23 192 UDCon24 Max 84.6794 -18.963 756.0144 0 0 0Base 23 192 UDCon24 Min 58.1919 -20.1202 665.7452 0 0 0
Base 23 192 UDCon25 Max -20.0586 38.9681 1694.4953 0 0 0
Base 23 192 UDCon25 Min -53.1592 37.5032 1581.293 0 0 0
Base 23 192 UDCon26 Max 34.7987 -70.6711 1102.041 0 0 0
Base 23 192 UDCon26 Min 1.6981 -72.136 988.8387 0 0 0
Base 23 192 UDWal1 -12.8524 -23.2175 1878.3338 0 0 0
Base 23 192 UDWal2 -14.8239 -25.2214 2123.8812 0 0 0
Base 23 192 UDWal3 Max -21.0016 -6.8176 1914.2997 0 0 0
Base 23 192 UDWal3 Min -29.6578 -20.5823 1872.6685 0 0 0
Base 23 192 UDWal4 Max 4.6679 -22.2249 1715.6534 0 0 0
Base 23 192 UDWal4 Min -3.9883 -35.9896 1674.0222 0 0 0
Base 23 192 UDWal5 Max -21.0016 -6.8176 1914.2997 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 23 192 UDWal5 Min -29.6578 -20.5823 1872.6685 0 0 0
Base 23 192 UDWal6 Max 4.6679 -22.2249 1715.6534 0 0 0
Base 23 192 UDWal6 Min -3.9883 -35.9896 1674.0222 0 0 0
Base 23 192 UDWal7 Max -22.7768 -6.2006 2018.4957 0 0 0
Base 23 192 UDWal7 Min -32.8757 -22.2593 1969.9259 0 0 0
Base 23 192 UDWal8 Max 7.171 -24.1757 1786.7417 0 0 0
Base 23 192 UDWal8 Min -2.9279 -40.2345 1738.1719 0 0 0
Base 23 192 UDWal9 Max -22.7768 -6.2006 2018.4957 0 0 0
Base 23 192 UDWal9 Min -32.8757 -22.2593 1969.9259 0 0 0
Base 23 192 UDWal10 Max 7.171 -24.1757 1786.7417 0 0 0
Base 23 192 UDWal10 Min -2.9279 -40.2345 1738.1719 0 0 0
Base 23 192 UDWal11 Max -19.1047 0.433 1481.8289 0 0 0
Base 23 192 UDWal11 Min -29.2036 -15.6258 1433.2591 0 0 0
Base 23 192 UDWal12 Max 10.8431 -17.5421 1250.0749 0 0 0Base 23 192 UDWal12 Min 0.7442 -33.6009 1201.5051 0 0 0
Base 23 192 UDWal13 Max -19.1047 0.433 1481.8289 0 0 0
Base 23 192 UDWal13 Min -29.2036 -15.6258 1433.2591 0 0 0
Base 23 192 UDWal14 Max 10.8431 -17.5421 1250.0749 0 0 0
Base 23 192 UDWal14 Min 0.7442 -33.6009 1201.5051 0 0 0
Base 23 192 UDWal15 Max -70.2425 -18.3726 2373.5225 0 0 0
Base 23 192 UDWal15 Min -92.9461 -19.3645 2296.1489 0 0 0
Base 23 192 UDWal16 Max 67.9562 -23.4428 1292.173 0 0 0
Base 23 192 UDWal16 Min 45.2527 -24.4347 1214.7994 0 0 0
Base 23 192 UDWal17 Max -21.8192 26.2124 2096.5852 0 0 0
Base 23 192 UDWal17 Min -50.1912 24.9568 1999.5547 0 0 0
Base 23 192 UDWal18 Max 25.2013 -67.7641 1588.7672 0 0 0
Base 23 192 UDWal18 Min -3.1707 -69.0196 1491.7367 0 0 0
Base 23 192 UDWal19 Max -80.2246 -19.6813 2554.2556 0 0 0
Base 23 192 UDWal19 Min -106.7121 -20.8385 2463.9864 0 0 0
Base 23 192 UDWal20 Max 81.0073 -25.5966 1292.6812 0 0 0
Base 23 192 UDWal20 Min 54.5198 -26.7538 1202.4121 0 0 0
Base 23 192 UDWal21 Max -23.7307 32.3345 2231.1621 0 0 0
Base 23 192 UDWal21 Min -56.8313 30.8697 2117.9598 0 0 0
Base 23 192 UDWal22 Max 31.1266 -77.3047 1638.7078 0 0 0
Base 23 192 UDWal22 Min -1.974 -78.7696 1525.5055 0 0 0
Base 23 192 UDWal23 Max -76.5525 -13.0477 2017.5888 0 0 0
Base 23 192 UDWal23 Min -103.04 -14.2049 1927.3196 0 0 0Base 23 192 UDWal24 Max 84.6794 -18.963 756.0144 0 0 0
Base 23 192 UDWal24 Min 58.1919 -20.1202 665.7452 0 0 0
Base 23 192 UDWal25 Max -20.0586 38.9681 1694.4953 0 0 0
Base 23 192 UDWal25 Min -53.1592 37.5032 1581.293 0 0 0
Base 23 192 UDWal26 Max 34.7987 -70.6711 1102.041 0 0 0
Base 23 192 UDWal26 Min 1.6981 -72.136 988.8387 0 0 0
Base 24 200 Dead 12.6452 1.0666 1028.053 0 0 0
Base 24 200 Live 2.002 0.9935 110.289 0 0 0
Base 24 200 EQX 1 -11.4625 7.8072 114.8819 0 0 0
Base 24 200 EQX 2 -6.9146 4.0991 121.2678 0 0 0
Base 24 200 EQY 1 -1.8173 -1.5786 138.2001 0 0 0
Base 24 200 EQY 2 -7.497 3.0535 130.1292 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 24 200 WIND-X 1 -2.3516 1.3842 28.4189 0 0 0
Base 24 200 WIND-X 2 -1.7179 0.2565 40.9964 0 0 0
Base 24 200 WIND-Y 1 -2.3516 1.3842 28.4189 0 0 0
Base 24 200 WIND-Y 2 -1.7179 0.2565 40.9964 0 0 0
Base 24 200 UDCon1 17.7033 1.4933 1439.2742 0 0 0
Base 24 200 UDCon2 20.9065 3.0828 1615.7366 0 0 0
Base 24 200 UDCon3 Max 15.5151 4.1332 1415.2062 0 0 0
Base 24 200 UDCon3 Min 14.7547 2.7799 1400.113 0 0 0
Base 24 200 UDCon4 Max 20.3986 2.1644 1331.9078 0 0 0
Base 24 200 UDCon4 Min 19.6382 0.8111 1316.8147 0 0 0
Base 24 200 UDCon5 Max 15.5151 4.1332 1415.2062 0 0 0
Base 24 200 UDCon5 Min 14.7547 2.7799 1400.113 0 0 0
Base 24 200 UDCon6 Max 20.3986 2.1644 1331.9078 0 0 0
Base 24 200 UDCon6 Min 19.6382 0.8111 1316.8147 0 0 0Base 24 200 UDCon7 Max 15.2982 3.4312 1496.6692 0 0 0
Base 24 200 UDCon7 Min 14.411 1.8523 1479.0606 0 0 0
Base 24 200 UDCon8 Max 20.9955 1.1342 1399.4878 0 0 0
Base 24 200 UDCon8 Min 20.1084 -0.4446 1381.8792 0 0 0
Base 24 200 UDCon9 Max 15.2982 3.4312 1496.6692 0 0 0
Base 24 200 UDCon9 Min 14.411 1.8523 1479.0606 0 0 0
Base 24 200 UDCon10 Max 20.9955 1.1342 1399.4878 0 0 0
Base 24 200 UDCon10 Min 20.1084 -0.4446 1381.8792 0 0 0
Base 24 200 UDCon11 Max 10.2401 3.0045 1085.448 0 0 0
Base 24 200 UDCon11 Min 9.3529 1.4257 1067.8394 0 0 0
Base 24 200 UDCon12 Max 15.9375 0.7076 988.2666 0 0 0
Base 24 200 UDCon12 Min 15.0503 -0.8713 970.658 0 0 0
Base 24 200 UDCon13 Max 10.2401 3.0045 1085.448 0 0 0
Base 24 200 UDCon13 Min 9.3529 1.4257 1067.8394 0 0 0
Base 24 200 UDCon14 Max 15.9375 0.7076 988.2666 0 0 0
Base 24 200 UDCon14 Min 15.0503 -0.8713 970.658 0 0 0
Base 24 200 UDCon15 Max 9.2791 11.8408 1511.5318 0 0 0
Base 24 200 UDCon15 Min 3.8217 7.391 1503.8687 0 0 0
Base 24 200 UDCon16 Max 31.3317 -2.4468 1228.1521 0 0 0
Base 24 200 UDCon16 Min 25.8742 -6.8965 1220.4891 0 0 0
Base 24 200 UDCon17 Max 15.3959 6.1363 1531.8506 0 0 0
Base 24 200 UDCon17 Min 8.5803 0.5778 1522.1655 0 0 0
Base 24 200 UDCon18 Max 26.573 4.3665 1209.8553 0 0 0Base 24 200 UDCon18 Min 19.7575 -1.1921 1200.1703 0 0 0
Base 24 200 UDCon19 Max 8.0228 12.4234 1609.0491 0 0 0
Base 24 200 UDCon19 Min 1.6558 7.232 1600.1089 0 0 0
Base 24 200 UDCon20 Max 33.7508 -4.2454 1278.4395 0 0 0
Base 24 200 UDCon20 Min 27.3838 -9.4368 1269.4993 0 0 0
Base 24 200 UDCon21 Max 15.159 5.7682 1632.7544 0 0 0
Base 24 200 UDCon21 Min 7.2075 -0.7168 1621.4551 0 0 0
Base 24 200 UDCon22 Max 28.199 3.7034 1257.0933 0 0 0
Base 24 200 UDCon22 Min 20.2475 -2.7816 1245.794 0 0 0
Base 24 200 UDCon23 Max 2.9647 11.9967 1197.8279 0 0 0
Base 24 200 UDCon23 Min -3.4023 6.8053 1188.8877 0 0 0
Base 24 200 UDCon24 Max 28.6927 -4.6721 867.2183 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 24 200 UDCon24 Min 22.3257 -9.8635 858.2781 0 0 0
Base 24 200 UDCon25 Max 10.1009 5.3415 1221.5332 0 0 0
Base 24 200 UDCon25 Min 2.1495 -1.1435 1210.2339 0 0 0
Base 24 200 UDCon26 Max 23.1409 3.2767 845.8721 0 0 0
Base 24 200 UDCon26 Min 15.1894 -3.2083 834.5728 0 0 0
Base 24 200 UDWal1 17.7033 1.4933 1439.2742 0 0 0
Base 24 200 UDWal2 20.9065 3.0828 1615.7366 0 0 0
Base 24 200 UDWal3 Max 15.5151 4.1332 1415.2062 0 0 0
Base 24 200 UDWal3 Min 14.7547 2.7799 1400.113 0 0 0
Base 24 200 UDWal4 Max 20.3986 2.1644 1331.9078 0 0 0
Base 24 200 UDWal4 Min 19.6382 0.8111 1316.8147 0 0 0
Base 24 200 UDWal5 Max 15.5151 4.1332 1415.2062 0 0 0
Base 24 200 UDWal5 Min 14.7547 2.7799 1400.113 0 0 0
Base 24 200 UDWal6 Max 20.3986 2.1644 1331.9078 0 0 0Base 24 200 UDWal6 Min 19.6382 0.8111 1316.8147 0 0 0
Base 24 200 UDWal7 Max 15.2982 3.4312 1496.6692 0 0 0
Base 24 200 UDWal7 Min 14.411 1.8523 1479.0606 0 0 0
Base 24 200 UDWal8 Max 20.9955 1.1342 1399.4878 0 0 0
Base 24 200 UDWal8 Min 20.1084 -0.4446 1381.8792 0 0 0
Base 24 200 UDWal9 Max 15.2982 3.4312 1496.6692 0 0 0
Base 24 200 UDWal9 Min 14.411 1.8523 1479.0606 0 0 0
Base 24 200 UDWal10 Max 20.9955 1.1342 1399.4878 0 0 0
Base 24 200 UDWal10 Min 20.1084 -0.4446 1381.8792 0 0 0
Base 24 200 UDWal11 Max 10.2401 3.0045 1085.448 0 0 0
Base 24 200 UDWal11 Min 9.3529 1.4257 1067.8394 0 0 0
Base 24 200 UDWal12 Max 15.9375 0.7076 988.2666 0 0 0
Base 24 200 UDWal12 Min 15.0503 -0.8713 970.658 0 0 0
Base 24 200 UDWal13 Max 10.2401 3.0045 1085.448 0 0 0
Base 24 200 UDWal13 Min 9.3529 1.4257 1067.8394 0 0 0
Base 24 200 UDWal14 Max 15.9375 0.7076 988.2666 0 0 0
Base 24 200 UDWal14 Min 15.0503 -0.8713 970.658 0 0 0
Base 24 200 UDWal15 Max 9.2791 11.8408 1511.5318 0 0 0
Base 24 200 UDWal15 Min 3.8217 7.391 1503.8687 0 0 0
Base 24 200 UDWal16 Max 31.3317 -2.4468 1228.1521 0 0 0
Base 24 200 UDWal16 Min 25.8742 -6.8965 1220.4891 0 0 0
Base 24 200 UDWal17 Max 15.3959 6.1363 1531.8506 0 0 0
Base 24 200 UDWal17 Min 8.5803 0.5778 1522.1655 0 0 0Base 24 200 UDWal18 Max 26.573 4.3665 1209.8553 0 0 0
Base 24 200 UDWal18 Min 19.7575 -1.1921 1200.1703 0 0 0
Base 24 200 UDWal19 Max 8.0228 12.4234 1609.0491 0 0 0
Base 24 200 UDWal19 Min 1.6558 7.232 1600.1089 0 0 0
Base 24 200 UDWal20 Max 33.7508 -4.2454 1278.4395 0 0 0
Base 24 200 UDWal20 Min 27.3838 -9.4368 1269.4993 0 0 0
Base 24 200 UDWal21 Max 15.159 5.7682 1632.7544 0 0 0
Base 24 200 UDWal21 Min 7.2075 -0.7168 1621.4551 0 0 0
Base 24 200 UDWal22 Max 28.199 3.7034 1257.0933 0 0 0
Base 24 200 UDWal22 Min 20.2475 -2.7816 1245.794 0 0 0
Base 24 200 UDWal23 Max 2.9647 11.9967 1197.8279 0 0 0
Base 24 200 UDWal23 Min -3.4023 6.8053 1188.8877 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 24 200 UDWal24 Max 28.6927 -4.6721 867.2183 0 0 0
Base 24 200 UDWal24 Min 22.3257 -9.8635 858.2781 0 0 0
Base 24 200 UDWal25 Max 10.1009 5.3415 1221.5332 0 0 0
Base 24 200 UDWal25 Min 2.1495 -1.1435 1210.2339 0 0 0
Base 24 200 UDWal26 Max 23.1409 3.2767 845.8721 0 0 0
Base 24 200 UDWal26 Min 15.1894 -3.2083 834.5728 0 0 0
Base 25 215 Dead -0.126 23.2747 276.404 0 0 0
Base 25 215 Live 0.0294 -1.0198 25.4503 0 0 0
Base 25 215 EQX 1 0.2273 -146.8725 -2033.9598 0 0 0
Base 25 215 EQX 2 0.5139 -74.3821 -1999.0474 0 0 0
Base 25 215 EQY 1 -1.4742 -184.6695 481.9721 0 0 0
Base 25 215 EQY 2 -1.8327 -275.3405 438.3609 0 0 0
Base 25 215 WIND-X 1 0.1358 -26.6275 -525.892 0 0 0
Base 25 215 WIND-X 2 -0.5931 -86.6982 149.8302 0 0 0Base 25 215 WIND-Y 1 0.1358 -26.6275 -525.892 0 0 0
Base 25 215 WIND-Y 2 -0.5931 -86.6982 149.8302 0 0 0
Base 25 215 UDCon1 -0.1764 32.5846 386.9656 0 0 0
Base 25 215 UDCon2 -0.1294 30.9528 427.686 0 0 0
Base 25 215 UDCon3 Max 0.047 -5.2472 542.0214 0 0 0
Base 25 215 UDCon3 Min -0.8277 -77.332 -268.8453 0 0 0
Base 25 215 UDCon4 Max 0.5958 130.7436 993.2955 0 0 0
Base 25 215 UDCon4 Min -0.2789 58.6589 182.4288 0 0 0
Base 25 215 UDCon5 Max 0.047 -5.2472 542.0214 0 0 0
Base 25 215 UDCon5 Min -0.8277 -77.332 -268.8453 0 0 0
Base 25 215 UDCon6 Max 0.5958 130.7436 993.2955 0 0 0
Base 25 215 UDCon6 Min -0.2789 58.6589 182.4288 0 0 0
Base 25 215 UDCon7 Max 0.0137 -4.694 596.7279 0 0 0
Base 25 215 UDCon7 Min -1.0068 -88.7928 -349.2832 0 0 0
Base 25 215 UDCon8 Max 0.654 153.962 1123.2144 0 0 0
Base 25 215 UDCon8 Min -0.3665 69.8632 177.2032 0 0 0
Base 25 215 UDCon9 Max 0.0137 -4.694 596.7279 0 0 0
Base 25 215 UDCon9 Min -1.0068 -88.7928 -349.2832 0 0 0
Base 25 215 UDCon10 Max 0.654 153.962 1123.2144 0 0 0
Base 25 215 UDCon10 Min -0.3665 69.8632 177.2032 0 0 0
Base 25 215 UDCon11 Max 0.0641 -14.0038 486.1663 0 0 0
Base 25 215 UDCon11 Min -0.9564 -98.1027 -459.8448 0 0 0
Base 25 215 UDCon12 Max 0.7044 144.6521 1012.6528 0 0 0Base 25 215 UDCon12 Min -0.3161 60.5533 66.6416 0 0 0
Base 25 215 UDCon13 Max 0.0641 -14.0038 486.1663 0 0 0
Base 25 215 UDCon13 Min -0.9564 -98.1027 -459.8448 0 0 0
Base 25 215 UDCon14 Max 0.7044 144.6521 1012.6528 0 0 0
Base 25 215 UDCon14 Min -0.3161 60.5533 66.6416 0 0 0
Base 25 215 UDCon15 Max 0.5007 -62.5527 -2036.6318 0 0 0
Base 25 215 UDCon15 Min 0.1568 -149.5412 -2078.5267 0 0 0
Base 25 215 UDCon16 Max -0.3887 202.9529 2802.9769 0 0 0
Base 25 215 UDCon16 Min -0.7326 115.9644 2761.082 0 0 0
Base 25 215 UDCon17 Max -1.8849 -194.8975 940.5916 0 0 0
Base 25 215 UDCon17 Min -2.3152 -303.7027 888.2582 0 0 0
Base 25 215 UDCon18 Max 2.0834 357.1144 -163.808 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 25 215 UDCon18 Min 1.6531 248.3092 -216.1415 0 0 0
Base 25 215 UDCon19 Max 0.543 -71.5504 -2411.7008 0 0 0
Base 25 215 UDCon19 Min 0.1418 -173.0369 -2460.5782 0 0 0
Base 25 215 UDCon20 Max -0.4946 238.2061 3234.5094 0 0 0
Base 25 215 UDCon20 Min -0.8958 136.7196 3185.6319 0 0 0
Base 25 215 UDCon21 Max -2.2403 -225.9527 1061.7266 0 0 0
Base 25 215 UDCon21 Min -2.7422 -352.8921 1000.6709 0 0 0
Base 25 215 UDCon22 Max 2.3894 418.0613 -226.7397 0 0 0
Base 25 215 UDCon22 Min 1.8875 291.1219 -287.7954 0 0 0
Base 25 215 UDCon23 Max 0.5934 -80.8603 -2522.2624 0 0 0
Base 25 215 UDCon23 Min 0.1922 -182.3468 -2571.1398 0 0 0
Base 25 215 UDCon24 Max -0.4442 228.8962 3123.9478 0 0 0
Base 25 215 UDCon24 Min -0.8454 127.4097 3075.0703 0 0 0
Base 25 215 UDCon25 Max -2.1899 -235.2626 951.165 0 0 0Base 25 215 UDCon25 Min -2.6918 -362.202 890.1093 0 0 0
Base 25 215 UDCon26 Max 2.4398 408.7514 -337.3013 0 0 0
Base 25 215 UDCon26 Min 1.9379 281.812 -398.357 0 0 0
Base 25 215 UDWal1 -0.1764 32.5846 386.9656 0 0 0
Base 25 215 UDWal2 -0.1294 30.9528 427.686 0 0 0
Base 25 215 UDWal3 Max 0.047 -5.2472 542.0214 0 0 0
Base 25 215 UDWal3 Min -0.8277 -77.332 -268.8453 0 0 0
Base 25 215 UDWal4 Max 0.5958 130.7436 993.2955 0 0 0
Base 25 215 UDWal4 Min -0.2789 58.6589 182.4288 0 0 0
Base 25 215 UDWal5 Max 0.047 -5.2472 542.0214 0 0 0
Base 25 215 UDWal5 Min -0.8277 -77.332 -268.8453 0 0 0
Base 25 215 UDWal6 Max 0.5958 130.7436 993.2955 0 0 0
Base 25 215 UDWal6 Min -0.2789 58.6589 182.4288 0 0 0
Base 25 215 UDWal7 Max 0.0137 -4.694 596.7279 0 0 0
Base 25 215 UDWal7 Min -1.0068 -88.7928 -349.2832 0 0 0
Base 25 215 UDWal8 Max 0.654 153.962 1123.2144 0 0 0
Base 25 215 UDWal8 Min -0.3665 69.8632 177.2032 0 0 0
Base 25 215 UDWal9 Max 0.0137 -4.694 596.7279 0 0 0
Base 25 215 UDWal9 Min -1.0068 -88.7928 -349.2832 0 0 0
Base 25 215 UDWal10 Max 0.654 153.962 1123.2144 0 0 0
Base 25 215 UDWal10 Min -0.3665 69.8632 177.2032 0 0 0
Base 25 215 UDWal11 Max 0.0641 -14.0038 486.1663 0 0 0
Base 25 215 UDWal11 Min -0.9564 -98.1027 -459.8448 0 0 0Base 25 215 UDWal12 Max 0.7044 144.6521 1012.6528 0 0 0
Base 25 215 UDWal12 Min -0.3161 60.5533 66.6416 0 0 0
Base 25 215 UDWal13 Max 0.0641 -14.0038 486.1663 0 0 0
Base 25 215 UDWal13 Min -0.9564 -98.1027 -459.8448 0 0 0
Base 25 215 UDWal14 Max 0.7044 144.6521 1012.6528 0 0 0
Base 25 215 UDWal14 Min -0.3161 60.5533 66.6416 0 0 0
Base 25 215 UDWal15 Max 0.5007 -62.5527 -2036.6318 0 0 0
Base 25 215 UDWal15 Min 0.1568 -149.5412 -2078.5267 0 0 0
Base 25 215 UDWal16 Max -0.3887 202.9529 2802.9769 0 0 0
Base 25 215 UDWal16 Min -0.7326 115.9644 2761.082 0 0 0
Base 25 215 UDWal17 Max -1.8849 -194.8975 940.5916 0 0 0
Base 25 215 UDWal17 Min -2.3152 -303.7027 888.2582 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 25 215 UDWal18 Max 2.0834 357.1144 -163.808 0 0 0
Base 25 215 UDWal18 Min 1.6531 248.3092 -216.1415 0 0 0
Base 25 215 UDWal19 Max 0.543 -71.5504 -2411.7008 0 0 0
Base 25 215 UDWal19 Min 0.1418 -173.0369 -2460.5782 0 0 0
Base 25 215 UDWal20 Max -0.4946 238.2061 3234.5094 0 0 0
Base 25 215 UDWal20 Min -0.8958 136.7196 3185.6319 0 0 0
Base 25 215 UDWal21 Max -2.2403 -225.9527 1061.7266 0 0 0
Base 25 215 UDWal21 Min -2.7422 -352.8921 1000.6709 0 0 0
Base 25 215 UDWal22 Max 2.3894 418.0613 -226.7397 0 0 0
Base 25 215 UDWal22 Min 1.8875 291.1219 -287.7954 0 0 0
Base 25 215 UDWal23 Max 0.5934 -80.8603 -2522.2624 0 0 0
Base 25 215 UDWal23 Min 0.1922 -182.3468 -2571.1398 0 0 0
Base 25 215 UDWal24 Max -0.4442 228.8962 3123.9478 0 0 0
Base 25 215 UDWal24 Min -0.8454 127.4097 3075.0703 0 0 0Base 25 215 UDWal25 Max -2.1899 -235.2626 951.165 0 0 0
Base 25 215 UDWal25 Min -2.6918 -362.202 890.1093 0 0 0
Base 25 215 UDWal26 Max 2.4398 408.7514 -337.3013 0 0 0
Base 25 215 UDWal26 Min 1.9379 281.812 -398.357 0 0 0
Base 26 216 Dead 28.5857 3.783 421.8991 0 0 0
Base 26 216 Live 2.3557 -1.4386 35.0614 0 0 0
Base 26 216 EQX 1 -726.5454 118.7367 -2245.9483 0 0 0
Base 26 216 EQX 2 -600.6019 109.8433 -2022.7994 0 0 0
Base 26 216 EQY 1 238.521 -94.4421 3108.9604 0 0 0
Base 26 216 EQY 2 81.0488 -83.318 2829.6555 0 0 0
Base 26 216 WIND-X 1 -179.0845 29.4824 -550.9512 0 0 0
Base 26 216 WIND-X 2 53.2789 -28.6947 978.941 0 0 0
Base 26 216 WIND-Y 1 -179.0845 29.4824 -550.9512 0 0 0
Base 26 216 WIND-Y 2 53.2789 -28.6947 978.941 0 0 0
Base 26 216 UDCon1 40.0199 5.2962 590.6588 0 0 0
Base 26 216 UDCon2 43.7891 2.9945 646.757 0 0 0
Base 26 216 UDCon3 Max 101.0644 38.1921 1723.0818 0 0 0
Base 26 216 UDCon3 Min -177.7717 -31.6204 -112.7888 0 0 0
Base 26 216 UDCon4 Max 252.031 37.2469 1209.494 0 0 0
Base 26 216 UDCon4 Min -26.8051 -32.5655 -626.3767 0 0 0
Base 26 216 UDCon5 Max 101.0644 38.1921 1723.0818 0 0 0
Base 26 216 UDCon5 Min -177.7717 -31.6204 -112.7888 0 0 0
Base 26 216 UDCon6 Max 252.031 37.2469 1209.494 0 0 0Base 26 216 UDCon6 Min -26.8051 -32.5655 -626.3767 0 0 0
Base 26 216 UDCon7 Max 114.6104 46.5715 1961.1762 0 0 0
Base 26 216 UDCon7 Min -210.6983 -34.8764 -180.6729 0 0 0
Base 26 216 UDCon8 Max 290.7382 45.4688 1361.9905 0 0 0
Base 26 216 UDCon8 Min -34.5706 -35.9791 -779.8587 0 0 0
Base 26 216 UDCon9 Max 114.6104 46.5715 1961.1762 0 0 0
Base 26 216 UDCon9 Min -210.6983 -34.8764 -180.6729 0 0 0
Base 26 216 UDCon10 Max 290.7382 45.4688 1361.9905 0 0 0
Base 26 216 UDCon10 Min -34.5706 -35.9791 -779.8587 0 0 0
Base 26 216 UDCon11 Max 103.1762 45.0583 1792.4166 0 0 0
Base 26 216 UDCon11 Min -222.1326 -36.3896 -349.4325 0 0 0
Base 26 216 UDCon12 Max 279.3039 43.9556 1193.2308 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 26 216 UDCon12 Min -46.0048 -37.4923 -948.6183 0 0 0
Base 26 216 UDCon13 Max 103.1762 45.0583 1792.4166 0 0 0
Base 26 216 UDCon13 Min -222.1326 -36.3896 -349.4325 0 0 0
Base 26 216 UDCon14 Max 279.3039 43.9556 1193.2308 0 0 0
Base 26 216 UDCon14 Min -46.0048 -37.4923 -948.6183 0 0 0
Base 26 216 UDCon15 Max -683.5926 145.2973 -1879.0067 0 0 0
Base 26 216 UDCon15 Min -834.7248 134.6252 -2146.7853 0 0 0
Base 26 216 UDCon16 Max 908.9841 -128.9986 3243.4905 0 0 0
Base 26 216 UDCon16 Min 757.8519 -139.6707 2975.7118 0 0 0
Base 26 216 UDCon17 Max 323.3548 -97.1683 4279.105 0 0 0
Base 26 216 UDCon17 Min 134.3882 -110.5173 3943.9392 0 0 0
Base 26 216 UDCon18 Max -60.1289 116.1438 -2847.234 0 0 0
Base 26 216 UDCon18 Min -249.0956 102.7949 -3182.3999 0 0 0
Base 26 216 UDCon19 Max -800.8227 171.5275 -2241.2603 0 0 0Base 26 216 UDCon19 Min -977.1436 159.0768 -2553.6688 0 0 0
Base 26 216 UDCon20 Max 1057.1835 -148.4844 3734.9864 0 0 0
Base 26 216 UDCon20 Min 880.8626 -160.9352 3422.5779 0 0 0
Base 26 216 UDCon21 Max 373.9493 -111.3491 4943.2033 0 0 0
Base 26 216 UDCon21 Min 153.4883 -126.9228 4552.1765 0 0 0
Base 26 216 UDCon22 Max -73.4484 137.5151 -3370.8589 0 0 0
Base 26 216 UDCon22 Min -293.9095 121.9414 -3761.8857 0 0 0
Base 26 216 UDCon23 Max -812.2569 170.0143 -2410.02 0 0 0
Base 26 216 UDCon23 Min -988.5779 157.5636 -2722.4284 0 0 0
Base 26 216 UDCon24 Max 1045.7492 -149.9976 3566.2267 0 0 0
Base 26 216 UDCon24 Min 869.4283 -162.4484 3253.8183 0 0 0
Base 26 216 UDCon25 Max 362.5151 -112.8622 4774.4437 0 0 0
Base 26 216 UDCon25 Min 142.054 -128.436 4383.4168 0 0 0
Base 26 216 UDCon26 Max -84.8827 136.002 -3539.6185 0 0 0
Base 26 216 UDCon26 Min -305.3437 120.4282 -3930.6454 0 0 0
Base 26 216 UDWal1 40.0199 5.2962 590.6588 0 0 0
Base 26 216 UDWal2 43.7891 2.9945 646.757 0 0 0
Base 26 216 UDWal3 Max 101.0644 38.1921 1723.0818 0 0 0
Base 26 216 UDWal3 Min -177.7717 -31.6204 -112.7888 0 0 0
Base 26 216 UDWal4 Max 252.031 37.2469 1209.494 0 0 0
Base 26 216 UDWal4 Min -26.8051 -32.5655 -626.3767 0 0 0
Base 26 216 UDWal5 Max 101.0644 38.1921 1723.0818 0 0 0
Base 26 216 UDWal5 Min -177.7717 -31.6204 -112.7888 0 0 0Base 26 216 UDWal6 Max 252.031 37.2469 1209.494 0 0 0
Base 26 216 UDWal6 Min -26.8051 -32.5655 -626.3767 0 0 0
Base 26 216 UDWal7 Max 114.6104 46.5715 1961.1762 0 0 0
Base 26 216 UDWal7 Min -210.6983 -34.8764 -180.6729 0 0 0
Base 26 216 UDWal8 Max 290.7382 45.4688 1361.9905 0 0 0
Base 26 216 UDWal8 Min -34.5706 -35.9791 -779.8587 0 0 0
Base 26 216 UDWal9 Max 114.6104 46.5715 1961.1762 0 0 0
Base 26 216 UDWal9 Min -210.6983 -34.8764 -180.6729 0 0 0
Base 26 216 UDWal10 Max 290.7382 45.4688 1361.9905 0 0 0
Base 26 216 UDWal10 Min -34.5706 -35.9791 -779.8587 0 0 0
Base 26 216 UDWal11 Max 103.1762 45.0583 1792.4166 0 0 0
Base 26 216 UDWal11 Min -222.1326 -36.3896 -349.4325 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 27 224 UDCon6 Min 61.5863 -17.5475 -446.3965 0 0 0
Base 27 224 UDCon7 Max -114.7359 -65.1388 2828.5829 0 0 0
Base 27 224 UDCon7 Min -261.5791 -264.9712 2513.3255 0 0 0
Base 27 224 UDCon8 Max 219.0237 182.5814 -308.0579 0 0 0
Base 27 224 UDCon8 Min 72.1805 -17.251 -623.3154 0 0 0
Base 27 224 UDCon9 Max -114.7359 -65.1388 2828.5829 0 0 0
Base 27 224 UDCon9 Min -261.5791 -264.9712 2513.3255 0 0 0
Base 27 224 UDCon10 Max 219.0237 182.5814 -308.0579 0 0 0
Base 27 224 UDCon10 Min 72.1805 -17.251 -623.3154 0 0 0
Base 27 224 UDCon11 Max -108.6565 -53.3689 2513.5447 0 0 0
Base 27 224 UDCon11 Min -255.4998 -253.2012 2198.2872 0 0 0
Base 27 224 UDCon12 Max 225.103 194.3514 -623.0961 0 0 0
Base 27 224 UDCon12 Min 78.2598 -5.481 -938.3536 0 0 0
Base 27 224 UDCon13 Max -108.6565 -53.3689 2513.5447 0 0 0Base 27 224 UDCon13 Min -255.4998 -253.2012 2198.2872 0 0 0
Base 27 224 UDCon14 Max 225.103 194.3514 -623.0961 0 0 0
Base 27 224 UDCon14 Min 78.2598 -5.481 -938.3536 0 0 0
Base 27 224 UDCon15 Max -713.5285 -7.3759 5696.0216 0 0 0
Base 27 224 UDCon15 Min -842.7811 -156.2764 5509.811 0 0 0
Base 27 224 UDCon16 Max 805.7398 80.1346 -3443.8341 0 0 0
Base 27 224 UDCon16 Min 676.4871 -68.7659 -3630.0448 0 0 0
Base 27 224 UDCon17 Max -172.4412 -470.5759 5571.2714 0 0 0
Base 27 224 UDCon17 Min -334.0123 -656.7156 5337.7105 0 0 0
Base 27 224 UDCon18 Max 296.971 580.5738 -3271.7336 0 0 0
Base 27 224 UDCon18 Min 135.3998 394.4341 -3505.2945 0 0 0
Base 27 224 UDCon19 Max -832.1201 -5.3841 6542.8392 0 0 0
Base 27 224 UDCon19 Min -982.9149 -179.1013 6325.5934 0 0 0
Base 27 224 UDCon20 Max 940.3595 96.7115 -4120.3259 0 0 0
Base 27 224 UDCon20 Min 789.5647 -77.0058 -4337.5716 0 0 0
Base 27 224 UDCon21 Max -200.8516 -545.784 6397.2972 0 0 0
Base 27 224 UDCon21 Min -389.3513 -762.947 6124.8094 0 0 0
Base 27 224 UDCon22 Max 346.7959 680.5572 -3919.5419 0 0 0
Base 27 224 UDCon22 Min 158.2962 463.3942 -4192.0297 0 0 0
Base 27 224 UDCon23 Max -826.0408 6.3859 6227.8009 0 0 0
Base 27 224 UDCon23 Min -976.8356 -167.3313 6010.5552 0 0 0
Base 27 224 UDCon24 Max 946.4389 108.4814 -4435.3641 0 0 0
Base 27 224 UDCon24 Min 795.6441 -65.2358 -4652.6099 0 0 0Base 27 224 UDCon25 Max -194.7723 -534.0141 6082.259 0 0 0
Base 27 224 UDCon25 Min -383.272 -751.1771 5809.7712 0 0 0
Base 27 224 UDCon26 Max 352.8752 692.3272 -4234.5801 0 0 0
Base 27 224 UDCon26 Min 164.3756 475.1642 -4507.0679 0 0 0
Base 27 224 UDWal1 -21.2777 -41.1949 1102.6338 0 0 0
Base 27 224 UDWal2 -21.6546 -44.8762 1219.7988 0 0 0
Base 27 224 UDWal3 Max -98.6277 -58.5943 2512.3734 0 0 0
Base 27 224 UDWal3 Min -224.4933 -229.8791 2242.1527 0 0 0
Base 27 224 UDWal4 Max 187.452 153.7374 -176.1759 0 0 0
Base 27 224 UDWal4 Min 61.5863 -17.5475 -446.3965 0 0 0
Base 27 224 UDWal5 Max -98.6277 -58.5943 2512.3734 0 0 0
Base 27 224 UDWal5 Min -224.4933 -229.8791 2242.1527 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 27 224 UDWal6 Max 187.452 153.7374 -176.1759 0 0 0
Base 27 224 UDWal6 Min 61.5863 -17.5475 -446.3965 0 0 0
Base 27 224 UDWal7 Max -114.7359 -65.1388 2828.5829 0 0 0
Base 27 224 UDWal7 Min -261.5791 -264.9712 2513.3255 0 0 0
Base 27 224 UDWal8 Max 219.0237 182.5814 -308.0579 0 0 0
Base 27 224 UDWal8 Min 72.1805 -17.251 -623.3154 0 0 0
Base 27 224 UDWal9 Max -114.7359 -65.1388 2828.5829 0 0 0
Base 27 224 UDWal9 Min -261.5791 -264.9712 2513.3255 0 0 0
Base 27 224 UDWal10 Max 219.0237 182.5814 -308.0579 0 0 0
Base 27 224 UDWal10 Min 72.1805 -17.251 -623.3154 0 0 0
Base 27 224 UDWal11 Max -108.6565 -53.3689 2513.5447 0 0 0
Base 27 224 UDWal11 Min -255.4998 -253.2012 2198.2872 0 0 0
Base 27 224 UDWal12 Max 225.103 194.3514 -623.0961 0 0 0
Base 27 224 UDWal12 Min 78.2598 -5.481 -938.3536 0 0 0Base 27 224 UDWal13 Max -108.6565 -53.3689 2513.5447 0 0 0
Base 27 224 UDWal13 Min -255.4998 -253.2012 2198.2872 0 0 0
Base 27 224 UDWal14 Max 225.103 194.3514 -623.0961 0 0 0
Base 27 224 UDWal14 Min 78.2598 -5.481 -938.3536 0 0 0
Base 27 224 UDWal15 Max -713.5285 -7.3759 5696.0216 0 0 0
Base 27 224 UDWal15 Min -842.7811 -156.2764 5509.811 0 0 0
Base 27 224 UDWal16 Max 805.7398 80.1346 -3443.8341 0 0 0
Base 27 224 UDWal16 Min 676.4871 -68.7659 -3630.0448 0 0 0
Base 27 224 UDWal17 Max -172.4412 -470.5759 5571.2714 0 0 0
Base 27 224 UDWal17 Min -334.0123 -656.7156 5337.7105 0 0 0
Base 27 224 UDWal18 Max 296.971 580.5738 -3271.7336 0 0 0
Base 27 224 UDWal18 Min 135.3998 394.4341 -3505.2945 0 0 0
Base 27 224 UDWal19 Max -832.1201 -5.3841 6542.8392 0 0 0
Base 27 224 UDWal19 Min -982.9149 -179.1013 6325.5934 0 0 0
Base 27 224 UDWal20 Max 940.3595 96.7115 -4120.3259 0 0 0
Base 27 224 UDWal20 Min 789.5647 -77.0058 -4337.5716 0 0 0
Base 27 224 UDWal21 Max -200.8516 -545.784 6397.2972 0 0 0
Base 27 224 UDWal21 Min -389.3513 -762.947 6124.8094 0 0 0
Base 27 224 UDWal22 Max 346.7959 680.5572 -3919.5419 0 0 0
Base 27 224 UDWal22 Min 158.2962 463.3942 -4192.0297 0 0 0
Base 27 224 UDWal23 Max -826.0408 6.3859 6227.8009 0 0 0
Base 27 224 UDWal23 Min -976.8356 -167.3313 6010.5552 0 0 0
Base 27 224 UDWal24 Max 946.4389 108.4814 -4435.3641 0 0 0Base 27 224 UDWal24 Min 795.6441 -65.2358 -4652.6099 0 0 0
Base 27 224 UDWal25 Max -194.7723 -534.0141 6082.259 0 0 0
Base 27 224 UDWal25 Min -383.272 -751.1771 5809.7712 0 0 0
Base 27 224 UDWal26 Max 352.8752 692.3272 -4234.5801 0 0 0
Base 27 224 UDWal26 Min 164.3756 475.1642 -4507.0679 0 0 0
Base 28 232 Dead -49.3105 17.4966 733.9607 0 0 0
Base 28 232 Live -5.6823 3.3707 85.3661 0 0 0
Base 28 232 EQX 1 -259.6489 422.5429 4094.8793 0 0 0
Base 28 232 EQX 2 -285.7609 296.7731 3988.1988 0 0 0
Base 28 232 EQY 1 200.5936 -524.3757 -2441.5241 0 0 0
Base 28 232 EQY 2 233.2096 -367.1662 -2308.0644 0 0 0
Base 28 232 WIND-X 1 -78.7768 88.3615 1053.1657 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 28 232 UDCon25 Max 277.1829 -496.5361 -2497.3294 0 0 0
Base 28 232 UDCon25 Min 231.5204 -716.6293 -2684.173 0 0 0
Base 28 232 UDCon26 Max -330.1415 751.6225 4152.0944 0 0 0
Base 28 232 UDCon26 Min -375.804 531.5293 3965.2508 0 0 0
Base 28 232 UDWal1 -69.0348 24.4952 1027.545 0 0 0
Base 28 232 UDWal2 -78.1264 29.8883 1164.1307 0 0 0
Base 28 232 UDWal3 Max 19.9787 131.0746 2246.991 0 0 0
Base 28 232 UDWal3 Min -160.5235 -169.7704 29.3129 0 0 0
Base 28 232 UDWal4 Max 28.5407 219.8519 1937.0714 0 0 0
Base 28 232 UDWal4 Min -151.9615 -80.9931 -280.6067 0 0 0
Base 28 232 UDWal5 Max 19.9787 131.0746 2246.991 0 0 0
Base 28 232 UDWal5 Min -160.5235 -169.7704 29.3129 0 0 0
Base 28 232 UDWal6 Max 28.5407 219.8519 1937.0714 0 0 0
Base 28 232 UDWal6 Min -151.9615 -80.9931 -280.6067 0 0 0Base 28 232 UDWal7 Max 31.2636 148.2014 2501.977 0 0 0
Base 28 232 UDWal7 Min -179.3222 -202.7844 -85.3142 0 0 0
Base 28 232 UDWal8 Max 41.2527 251.7749 2140.4041 0 0 0
Base 28 232 UDWal8 Min -169.3332 -99.2109 -446.8871 0 0 0
Base 28 232 UDWal9 Max 31.2636 148.2014 2501.977 0 0 0
Base 28 232 UDWal9 Min -179.3222 -202.7844 -85.3142 0 0 0
Base 28 232 UDWal10 Max 41.2527 251.7749 2140.4041 0 0 0
Base 28 232 UDWal10 Min -169.3332 -99.2109 -446.8871 0 0 0
Base 28 232 UDWal11 Max 50.9879 141.2027 2208.3927 0 0 0
Base 28 232 UDWal11 Min -159.598 -209.7831 -378.8984 0 0 0
Base 28 232 UDWal12 Max 60.9769 244.7763 1846.8198 0 0 0
Base 28 232 UDWal12 Min -149.609 -106.2095 -740.4713 0 0 0
Base 28 232 UDWal13 Max 50.9879 141.2027 2208.3927 0 0 0
Base 28 232 UDWal13 Min -159.598 -209.7831 -378.8984 0 0 0
Base 28 232 UDWal14 Max 60.9769 244.7763 1846.8198 0 0 0
Base 28 232 UDWal14 Min -149.609 -106.2095 -740.4713 0 0 0
Base 28 232 UDWal15 Max -377.5701 532.0922 5897.0473 0 0 0
Base 28 232 UDWal15 Min -408.9045 381.1685 5769.0307 0 0 0
Base 28 232 UDWal16 Max 276.9217 -331.087 -3802.6464 0 0 0
Base 28 232 UDWal16 Min 245.5873 -482.0107 -3930.663 0 0 0
Base 28 232 UDWal17 Max 213.8602 -415.5587 -1786.4851 0 0 0
Base 28 232 UDWal17 Min 174.7209 -604.2101 -1946.6368 0 0 0
Base 28 232 UDWal18 Max -306.7037 654.2915 3913.021 0 0 0Base 28 232 UDWal18 Min -345.843 465.6402 3752.8694 0 0 0
Base 28 232 UDWal19 Max -432.5432 616.0552 6760.376 0 0 0
Base 28 232 UDWal19 Min -469.1001 439.9776 6611.0233 0 0 0
Base 28 232 UDWal20 Max 331.0305 -390.9871 -4555.9333 0 0 0
Base 28 232 UDWal20 Min 294.4737 -567.0648 -4705.286 0 0 0
Base 28 232 UDWal21 Max 257.4587 -489.5375 -2203.7451 0 0 0
Base 28 232 UDWal21 Min 211.7962 -709.6307 -2390.5887 0 0 0
Base 28 232 UDWal22 Max -349.8658 758.6212 4445.6787 0 0 0
Base 28 232 UDWal22 Min -395.5283 538.528 4258.8351 0 0 0
Base 28 232 UDWal23 Max -412.819 609.0566 6466.7917 0 0 0
Base 28 232 UDWal23 Min -449.3759 432.979 6317.439 0 0 0
Base 28 232 UDWal24 Max 350.7548 -397.9858 -4849.5176 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 30 248 UDCon13 Max -60.1376 -20.0888 -223.9525 0 0 0
Base 30 248 UDCon13 Min -78.0943 -32.7147 -407.2947 0 0 0
Base 30 248 UDCon14 Max 160.5386 59.8572 1107.1135 0 0 0
Base 30 248 UDCon14 Min 142.5819 47.2313 923.7712 0 0 0
Base 30 248 UDCon15 Max -248.0594 -117.4048 -1234.161 0 0 0
Base 30 248 UDCon15 Min -318.9573 -131.7904 -1424.819 0 0 0
Base 30 248 UDCon16 Max 429.1587 169.7443 2360.9307 0 0 0
Base 30 248 UDCon16 Min 358.2608 155.3586 2170.2727 0 0 0
Base 30 248 UDCon17 Max -164.1375 -62.4966 -1396.1889 0 0 0
Base 30 248 UDCon17 Min -252.815 -80.5037 -1634.9646 0 0 0
Base 30 248 UDCon18 Max 363.0163 118.4575 2571.0763 0 0 0
Base 30 248 UDCon18 Min 274.3388 100.4504 2332.3006 0 0 0
Base 30 248 UDCon19 Max -295.9758 -140.1122 -1496.0465 0 0 0
Base 30 248 UDCon19 Min -378.69 -156.8955 -1718.4809 0 0 0Base 30 248 UDCon20 Max 494.112 194.895 2698.2271 0 0 0
Base 30 248 UDCon20 Min 411.3978 178.1118 2475.7927 0 0 0
Base 30 248 UDCon21 Max -198.0669 -76.0527 -1685.0791 0 0 0
Base 30 248 UDCon21 Min -301.5239 -97.0609 -1963.6507 0 0 0
Base 30 248 UDCon22 Max 416.9459 135.0605 2943.397 0 0 0
Base 30 248 UDCon22 Min 313.4888 114.0522 2664.8253 0 0 0
Base 30 248 UDCon23 Max -312.4647 -145.5407 -1636.0103 0 0 0
Base 30 248 UDCon23 Min -395.1789 -162.324 -1858.4447 0 0 0
Base 30 248 UDCon24 Max 477.6231 189.4665 2558.2634 0 0 0
Base 30 248 UDCon24 Min 394.9089 172.6833 2335.829 0 0 0
Base 30 248 UDCon25 Max -214.5557 -81.4812 -1825.0428 0 0 0
Base 30 248 UDCon25 Min -318.0128 -102.4894 -2103.6145 0 0 0
Base 30 248 UDCon26 Max 400.457 129.632 2803.4332 0 0 0
Base 30 248 UDCon26 Min 297 108.6237 2524.8615 0 0 0
Base 30 248 UDWal1 57.711 18.9998 489.8731 0 0 0
Base 30 248 UDWal2 65.2231 22.5883 554.0926 0 0 0
Base 30 248 UDWal3 Max -31.7791 -9.8746 -23.8257 0 0 0
Base 30 248 UDWal3 Min -47.1706 -20.6968 -180.9762 0 0 0
Base 30 248 UDWal4 Max 157.3719 58.6506 1117.0879 0 0 0
Base 30 248 UDWal4 Min 141.9805 47.8284 959.9374 0 0 0
Base 30 248 UDWal5 Max -31.7791 -9.8746 -23.8257 0 0 0
Base 30 248 UDWal5 Min -47.1706 -20.6968 -180.9762 0 0 0
Base 30 248 UDWal6 Max 157.3719 58.6506 1117.0879 0 0 0Base 30 248 UDWal6 Min 141.9805 47.8284 959.9374 0 0 0
Base 30 248 UDWal7 Max -43.6488 -14.6603 -83.9887 0 0 0
Base 30 248 UDWal7 Min -61.6055 -27.2862 -267.331 0 0 0
Base 30 248 UDWal8 Max 177.0274 65.2857 1247.0772 0 0 0
Base 30 248 UDWal8 Min 159.0707 52.6598 1063.735 0 0 0
Base 30 248 UDWal9 Max -43.6488 -14.6603 -83.9887 0 0 0
Base 30 248 UDWal9 Min -61.6055 -27.2862 -267.331 0 0 0
Base 30 248 UDWal10 Max 177.0274 65.2857 1247.0772 0 0 0
Base 30 248 UDWal10 Min 159.0707 52.6598 1063.735 0 0 0
Base 30 248 UDWal11 Max -60.1376 -20.0888 -223.9525 0 0 0
Base 30 248 UDWal11 Min -78.0943 -32.7147 -407.2947 0 0 0
Base 30 248 UDWal12 Max 160.5386 59.8572 1107.1135 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 30 248 UDWal12 Min 142.5819 47.2313 923.7712 0 0 0
Base 30 248 UDWal13 Max -60.1376 -20.0888 -223.9525 0 0 0
Base 30 248 UDWal13 Min -78.0943 -32.7147 -407.2947 0 0 0
Base 30 248 UDWal14 Max 160.5386 59.8572 1107.1135 0 0 0
Base 30 248 UDWal14 Min 142.5819 47.2313 923.7712 0 0 0
Base 30 248 UDWal15 Max -248.0594 -117.4048 -1234.161 0 0 0
Base 30 248 UDWal15 Min -318.9573 -131.7904 -1424.819 0 0 0
Base 30 248 UDWal16 Max 429.1587 169.7443 2360.9307 0 0 0
Base 30 248 UDWal16 Min 358.2608 155.3586 2170.2727 0 0 0
Base 30 248 UDWal17 Max -164.1375 -62.4966 -1396.1889 0 0 0
Base 30 248 UDWal17 Min -252.815 -80.5037 -1634.9646 0 0 0
Base 30 248 UDWal18 Max 363.0163 118.4575 2571.0763 0 0 0
Base 30 248 UDWal18 Min 274.3388 100.4504 2332.3006 0 0 0
Base 30 248 UDWal19 Max -295.9758 -140.1122 -1496.0465 0 0 0Base 30 248 UDWal19 Min -378.69 -156.8955 -1718.4809 0 0 0
Base 30 248 UDWal20 Max 494.112 194.895 2698.2271 0 0 0
Base 30 248 UDWal20 Min 411.3978 178.1118 2475.7927 0 0 0
Base 30 248 UDWal21 Max -198.0669 -76.0527 -1685.0791 0 0 0
Base 30 248 UDWal21 Min -301.5239 -97.0609 -1963.6507 0 0 0
Base 30 248 UDWal22 Max 416.9459 135.0605 2943.397 0 0 0
Base 30 248 UDWal22 Min 313.4888 114.0522 2664.8253 0 0 0
Base 30 248 UDWal23 Max -312.4647 -145.5407 -1636.0103 0 0 0
Base 30 248 UDWal23 Min -395.1789 -162.324 -1858.4447 0 0 0
Base 30 248 UDWal24 Max 477.6231 189.4665 2558.2634 0 0 0
Base 30 248 UDWal24 Min 394.9089 172.6833 2335.829 0 0 0
Base 30 248 UDWal25 Max -214.5557 -81.4812 -1825.0428 0 0 0
Base 30 248 UDWal25 Min -318.0128 -102.4894 -2103.6145 0 0 0
Base 30 248 UDWal26 Max 400.457 129.632 2803.4332 0 0 0
Base 30 248 UDWal26 Min 297 108.6237 2524.8615 0 0 0
Base 31 256 Dead -0.6986 21.5077 261.9202 0 0 0
Base 31 256 Live -0.0392 1.9859 29.4769 0 0 0
Base 31 256 EQX 1 -1.781 -81.1572 -1755.1153 0 0 0
Base 31 256 EQX 2 -2.3543 -8.0886 -1774.6816 0 0 0
Base 31 256 EQY 1 4.4629 -230.1106 -793.4478 0 0 0
Base 31 256 EQY 2 5.1801 -321.5013 -768.8057 0 0 0
Base 31 256 WIND-X 1 -0.5304 -4.5574 -464.0718 0 0 0
Base 31 256 WIND-X 2 1.6439 -103.1885 -263.0694 0 0 0Base 31 256 WIND-Y 1 -0.5304 -4.5574 -464.0718 0 0 0
Base 31 256 WIND-Y 2 1.6439 -103.1885 -263.0694 0 0 0
Base 31 256 UDCon1 -0.9781 30.1108 366.6882 0 0 0
Base 31 256 UDCon2 -1.0408 33.2882 413.8513 0 0 0
Base 31 256 UDCon3 Max 1.0874 22.7234 33.9932 0 0 0
Base 31 256 UDCon3 Min -1.5219 -95.6339 -207.2096 0 0 0
Base 31 256 UDCon4 Max -0.2489 152.0185 906.5626 0 0 0
Base 31 256 UDCon4 Min -2.8581 33.6612 665.3598 0 0 0
Base 31 256 UDCon5 Max 1.0874 22.7234 33.9932 0 0 0
Base 31 256 UDCon5 Min -1.5219 -95.6339 -207.2096 0 0 0
Base 31 256 UDCon6 Max -0.2489 152.0185 906.5626 0 0 0
Base 31 256 UDCon6 Min -2.8581 33.6612 665.3598 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 31 256 UDCon7 Max 1.3235 23.7304 -1.6089 0 0 0
Base 31 256 UDCon7 Min -1.7207 -114.3531 -283.0122 0 0 0
Base 31 256 UDCon8 Max -0.2355 174.5747 1016.3887 0 0 0
Base 31 256 UDCon8 Min -3.2796 36.4912 734.9854 0 0 0
Base 31 256 UDCon9 Max 1.3235 23.7304 -1.6089 0 0 0
Base 31 256 UDCon9 Min -1.7207 -114.3531 -283.0122 0 0 0
Base 31 256 UDCon10 Max -0.2355 174.5747 1016.3887 0 0 0
Base 31 256 UDCon10 Min -3.2796 36.4912 734.9854 0 0 0
Base 31 256 UDCon11 Max 1.6029 15.1273 -106.377 0 0 0
Base 31 256 UDCon11 Min -1.4412 -122.9562 -387.7803 0 0 0
Base 31 256 UDCon12 Max 0.044 165.9716 911.6207 0 0 0
Base 31 256 UDCon12 Min -3.0001 27.8881 630.2174 0 0 0
Base 31 256 UDCon13 Max 1.6029 15.1273 -106.377 0 0 0
Base 31 256 UDCon13 Min -1.4412 -122.9562 -387.7803 0 0 0Base 31 256 UDCon14 Max 0.044 165.9716 911.6207 0 0 0
Base 31 256 UDCon14 Min -3.0001 27.8881 630.2174 0 0 0
Base 31 256 UDCon15 Max -3.0226 18.4861 -1756.4619 0 0 0
Base 31 256 UDCon15 Min -3.7106 -69.1963 -1779.9415 0 0 0
Base 31 256 UDCon16 Max 1.9398 125.581 2479.2945 0 0 0
Base 31 256 UDCon16 Min 1.2519 37.8986 2455.8149 0 0 0
Base 31 256 UDCon17 Max 5.3308 -247.9404 -572.8904 0 0 0
Base 31 256 UDCon17 Min 4.4701 -357.6092 -602.4608 0 0 0
Base 31 256 UDCon18 Max -6.2409 413.9939 1301.8138 0 0 0
Base 31 256 UDCon18 Min -7.1015 304.3251 1272.2434 0 0 0
Base 31 256 UDCon19 Max -3.4715 18.7868 -2090.4732 0 0 0
Base 31 256 UDCon19 Min -4.2741 -83.5093 -2117.866 0 0 0
Base 31 256 UDCon20 Max 2.318 143.7309 2851.2425 0 0 0
Base 31 256 UDCon20 Min 1.5154 41.4348 2823.8497 0 0 0
Base 31 256 UDCon21 Max 6.2741 -292.0441 -709.6398 0 0 0
Base 31 256 UDCon21 Min 5.27 -419.991 -744.1387 0 0 0
Base 31 256 UDCon22 Max -7.2262 480.2126 1477.5151 0 0 0
Base 31 256 UDCon22 Min -8.2302 352.2656 1443.0163 0 0 0
Base 31 256 UDCon23 Max -3.1921 10.1837 -2195.2413 0 0 0
Base 31 256 UDCon23 Min -3.9947 -92.1124 -2222.6341 0 0 0
Base 31 256 UDCon24 Max 2.5975 135.1278 2746.4745 0 0 0
Base 31 256 UDCon24 Min 1.7948 32.8317 2719.0817 0 0 0
Base 31 256 UDCon25 Max 6.5535 -300.6472 -814.4079 0 0 0Base 31 256 UDCon25 Min 5.5495 -428.5941 -848.9067 0 0 0
Base 31 256 UDCon26 Max -6.9467 471.6095 1372.7471 0 0 0
Base 31 256 UDCon26 Min -7.9508 343.6626 1338.2482 0 0 0
Base 31 256 UDWal1 -0.9781 30.1108 366.6882 0 0 0
Base 31 256 UDWal2 -1.0408 33.2882 413.8513 0 0 0
Base 31 256 UDWal3 Max 1.0874 22.7234 33.9932 0 0 0
Base 31 256 UDWal3 Min -1.5219 -95.6339 -207.2096 0 0 0
Base 31 256 UDWal4 Max -0.2489 152.0185 906.5626 0 0 0
Base 31 256 UDWal4 Min -2.8581 33.6612 665.3598 0 0 0
Base 31 256 UDWal5 Max 1.0874 22.7234 33.9932 0 0 0
Base 31 256 UDWal5 Min -1.5219 -95.6339 -207.2096 0 0 0
Base 31 256 UDWal6 Max -0.2489 152.0185 906.5626 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 31 256 UDWal6 Min -2.8581 33.6612 665.3598 0 0 0
Base 31 256 UDWal7 Max 1.3235 23.7304 -1.6089 0 0 0
Base 31 256 UDWal7 Min -1.7207 -114.3531 -283.0122 0 0 0
Base 31 256 UDWal8 Max -0.2355 174.5747 1016.3887 0 0 0
Base 31 256 UDWal8 Min -3.2796 36.4912 734.9854 0 0 0
Base 31 256 UDWal9 Max 1.3235 23.7304 -1.6089 0 0 0
Base 31 256 UDWal9 Min -1.7207 -114.3531 -283.0122 0 0 0
Base 31 256 UDWal10 Max -0.2355 174.5747 1016.3887 0 0 0
Base 31 256 UDWal10 Min -3.2796 36.4912 734.9854 0 0 0
Base 31 256 UDWal11 Max 1.6029 15.1273 -106.377 0 0 0
Base 31 256 UDWal11 Min -1.4412 -122.9562 -387.7803 0 0 0
Base 31 256 UDWal12 Max 0.044 165.9716 911.6207 0 0 0
Base 31 256 UDWal12 Min -3.0001 27.8881 630.2174 0 0 0
Base 31 256 UDWal13 Max 1.6029 15.1273 -106.377 0 0 0Base 31 256 UDWal13 Min -1.4412 -122.9562 -387.7803 0 0 0
Base 31 256 UDWal14 Max 0.044 165.9716 911.6207 0 0 0
Base 31 256 UDWal14 Min -3.0001 27.8881 630.2174 0 0 0
Base 31 256 UDWal15 Max -3.0226 18.4861 -1756.4619 0 0 0
Base 31 256 UDWal15 Min -3.7106 -69.1963 -1779.9415 0 0 0
Base 31 256 UDWal16 Max 1.9398 125.581 2479.2945 0 0 0
Base 31 256 UDWal16 Min 1.2519 37.8986 2455.8149 0 0 0
Base 31 256 UDWal17 Max 5.3308 -247.9404 -572.8904 0 0 0
Base 31 256 UDWal17 Min 4.4701 -357.6092 -602.4608 0 0 0
Base 31 256 UDWal18 Max -6.2409 413.9939 1301.8138 0 0 0
Base 31 256 UDWal18 Min -7.1015 304.3251 1272.2434 0 0 0
Base 31 256 UDWal19 Max -3.4715 18.7868 -2090.4732 0 0 0
Base 31 256 UDWal19 Min -4.2741 -83.5093 -2117.866 0 0 0
Base 31 256 UDWal20 Max 2.318 143.7309 2851.2425 0 0 0
Base 31 256 UDWal20 Min 1.5154 41.4348 2823.8497 0 0 0
Base 31 256 UDWal21 Max 6.2741 -292.0441 -709.6398 0 0 0
Base 31 256 UDWal21 Min 5.27 -419.991 -744.1387 0 0 0
Base 31 256 UDWal22 Max -7.2262 480.2126 1477.5151 0 0 0
Base 31 256 UDWal22 Min -8.2302 352.2656 1443.0163 0 0 0
Base 31 256 UDWal23 Max -3.1921 10.1837 -2195.2413 0 0 0
Base 31 256 UDWal23 Min -3.9947 -92.1124 -2222.6341 0 0 0
Base 31 256 UDWal24 Max 2.5975 135.1278 2746.4745 0 0 0
Base 31 256 UDWal24 Min 1.7948 32.8317 2719.0817 0 0 0Base 31 256 UDWal25 Max 6.5535 -300.6472 -814.4079 0 0 0
Base 31 256 UDWal25 Min 5.5495 -428.5941 -848.9067 0 0 0
Base 31 256 UDWal26 Max -6.9467 471.6095 1372.7471 0 0 0
Base 31 256 UDWal26 Min -7.9508 343.6626 1338.2482 0 0 0
Base 32 271 Dead 1.1038 61.6799 1086.4264 0 0 0
Base 32 271 Live 0.2896 7.6367 144.1973 0 0 0
Base 32 271 EQX 1 -5.2677 -118.3272 -826.9426 0 0 0
Base 32 271 EQX 2 -7.6885 -69.1567 -666.687 0 0 0
Base 32 271 EQY 1 -0.7911 -293.9097 -1405.1542 0 0 0
Base 32 271 EQY 2 2.236 -355.3434 -1605.2855 0 0 0
Base 32 271 WIND-X 1 -2.0203 -21.2799 -172.5108 0 0 0
Base 32 271 WIND-X 2 0.383 -117.077 -518.8699 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 32 271 UDCon25 Min -0.0038 -435.8008 -1160.9734 0 0 0
Base 32 271 UDCon26 Max 2.2114 559.1607 3333.8262 0 0 0
Base 32 271 UDCon26 Min -2.0266 473.1536 3053.6422 0 0 0
Base 32 271 UDWal1 1.5453 86.3519 1520.997 0 0 0
Base 32 271 UDWal2 2.0087 98.5706 1751.7127 0 0 0
Base 32 271 UDWal3 Max 2.1317 57.6441 1269.7355 0 0 0
Base 32 271 UDWal3 Min -0.7523 -57.3125 854.1046 0 0 0
Base 32 271 UDWal4 Max 4.0965 223.6724 2099.3924 0 0 0
Base 32 271 UDWal4 Min 1.2125 108.7158 1683.7615 0 0 0
Base 32 271 UDWal5 Max 2.1317 57.6441 1269.7355 0 0 0
Base 32 271 UDWal5 Min -0.7523 -57.3125 854.1046 0 0 0
Base 32 271 UDWal6 Max 4.0965 223.6724 2099.3924 0 0 0
Base 32 271 UDWal6 Min 1.2125 108.7158 1683.7615 0 0 0
Base 32 271 UDWal7 Max 2.0815 56.5601 1279.4818 0 0 0Base 32 271 UDWal7 Min -1.2831 -77.5559 794.5791 0 0 0
Base 32 271 UDWal8 Max 4.3737 250.2598 2247.4148 0 0 0
Base 32 271 UDWal8 Min 1.0091 116.1437 1762.5121 0 0 0
Base 32 271 UDWal9 Max 2.0815 56.5601 1279.4818 0 0 0
Base 32 271 UDWal9 Min -1.2831 -77.5559 794.5791 0 0 0
Base 32 271 UDWal10 Max 4.3737 250.2598 2247.4148 0 0 0
Base 32 271 UDWal10 Min 1.0091 116.1437 1762.5121 0 0 0
Base 32 271 UDWal11 Max 1.64 31.8881 844.9113 0 0 0
Base 32 271 UDWal11 Min -1.7246 -102.2279 360.0085 0 0 0
Base 32 271 UDWal12 Max 3.9322 225.5878 1812.8443 0 0 0
Base 32 271 UDWal12 Min 0.5676 91.4718 1327.9416 0 0 0
Base 32 271 UDWal13 Max 1.64 31.8881 844.9113 0 0 0
Base 32 271 UDWal13 Min -1.7246 -102.2279 360.0085 0 0 0
Base 32 271 UDWal14 Max 3.9322 225.5878 1812.8443 0 0 0
Base 32 271 UDWal14 Min 0.5676 91.4718 1327.9416 0 0 0
Base 32 271 UDWal15 Max -4.6492 0.1919 676.724 0 0 0
Base 32 271 UDWal15 Min -7.554 -58.8127 484.4173 0 0 0
Base 32 271 UDWal16 Max 10.8983 225.1726 2469.0797 0 0 0
Base 32 271 UDWal16 Min 7.9934 166.168 2276.7729 0 0 0
Base 32 271 UDWal17 Max 4.3553 -269.5117 -209.4365 0 0 0
Base 32 271 UDWal17 Min 0.7227 -343.2321 -449.5942 0 0 0
Base 32 271 UDWal18 Max 2.6215 509.592 3403.0911 0 0 0
Base 32 271 UDWal18 Min -1.0111 435.8716 3162.9335 0 0 0Base 32 271 UDWal19 Max -5.8295 -10.4675 587.6351 0 0 0
Base 32 271 UDWal19 Min -9.2185 -79.3062 363.2773 0 0 0
Base 32 271 UDWal20 Max 12.3091 252.01 2678.7167 0 0 0
Base 32 271 UDWal20 Min 8.9201 183.1714 2454.3588 0 0 0
Base 32 271 UDWal21 Max 4.6757 -325.1217 -446.2189 0 0 0
Base 32 271 UDWal21 Min 0.4377 -411.1288 -726.4028 0 0 0
Base 32 271 UDWal22 Max 2.6529 583.8326 3768.3967 0 0 0
Base 32 271 UDWal22 Min -1.585 497.8256 3488.2128 0 0 0
Base 32 271 UDWal23 Max -6.271 -35.1395 153.0645 0 0 0
Base 32 271 UDWal23 Min -9.66 -103.9782 -71.2933 0 0 0
Base 32 271 UDWal24 Max 11.8676 227.338 2244.1461 0 0 0
Base 32 271 UDWal24 Min 8.4786 158.4994 2019.7883 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 33 272 UDCon19 Min -23.0404 -163.7398 863.3051 0 0 0
Base 33 272 UDCon20 Max 17.6465 -1.1947 2049.8327 0 0 0
Base 33 272 UDCon20 Min 14.6429 -72.8158 1804.793 0 0 0
Base 33 272 UDCon21 Max 4.2719 -505.1715 3643.6162 0 0 0
Base 33 272 UDCon21 Min 0.516 -594.668 3337.3549 0 0 0
Base 33 272 UDCon22 Max -5.9099 429.7335 -424.2171 0 0 0
Base 33 272 UDCon22 Min -9.6659 340.237 -730.4785 0 0 0
Base 33 272 UDCon23 Max -19.2664 -68.5567 692.1822 0 0 0
Base 33 272 UDCon23 Min -22.2699 -140.1778 447.1425 0 0 0
Base 33 272 UDCon24 Max 18.417 22.3674 1633.6701 0 0 0
Base 33 272 UDCon24 Min 15.4135 -49.2537 1388.6305 0 0 0
Base 33 272 UDCon25 Max 5.0425 -481.6094 3227.4537 0 0 0
Base 33 272 UDCon25 Min 1.2865 -571.106 2921.1924 0 0 0
Base 33 272 UDCon26 Max -5.1394 453.2956 -840.3797 0 0 0Base 33 272 UDCon26 Min -8.8954 363.7991 -1146.641 0 0 0
Base 33 272 UDWal1 -2.697 -82.4673 1456.5689 0 0 0
Base 33 272 UDWal2 -2.1292 -94.2958 1667.6629 0 0 0
Base 33 272 UDWal3 Max -0.5389 -87.6276 2009.4904 0 0 0
Base 33 272 UDWal3 Min -6.1675 -223.9403 1307.4874 0 0 0
Base 33 272 UDWal4 Max 2.3959 64.8251 1506.1289 0 0 0
Base 33 272 UDWal4 Min -3.2328 -71.4877 804.1259 0 0 0
Base 33 272 UDWal5 Max -0.5389 -87.6276 2009.4904 0 0 0
Base 33 272 UDWal5 Min -6.1675 -223.9403 1307.4874 0 0 0
Base 33 272 UDWal6 Max 2.3959 64.8251 1506.1289 0 0 0
Base 33 272 UDWal6 Min -3.2328 -71.4877 804.1259 0 0 0
Base 33 272 UDWal7 Max -1.1256 -91.8822 2159.6982 0 0 0
Base 33 272 UDWal7 Min -7.6923 -250.9137 1340.6947 0 0 0
Base 33 272 UDWal8 Max 2.2983 85.9792 1572.4431 0 0 0
Base 33 272 UDWal8 Min -4.2684 -73.0523 753.4396 0 0 0
Base 33 272 UDWal9 Max -1.1256 -91.8822 2159.6982 0 0 0
Base 33 272 UDWal9 Min -7.6923 -250.9137 1340.6947 0 0 0
Base 33 272 UDWal10 Max 2.2983 85.9792 1572.4431 0 0 0
Base 33 272 UDWal10 Min -4.2684 -73.0523 753.4396 0 0 0
Base 33 272 UDWal11 Max -0.355 -68.3201 1743.5356 0 0 0
Base 33 272 UDWal11 Min -6.9217 -227.3516 924.5322 0 0 0
Base 33 272 UDWal12 Max 3.0689 109.5413 1156.2805 0 0 0
Base 33 272 UDWal12 Min -3.4978 -49.4902 337.2771 0 0 0Base 33 272 UDWal13 Max -0.355 -68.3201 1743.5356 0 0 0
Base 33 272 UDWal13 Min -6.9217 -227.3516 924.5322 0 0 0
Base 33 272 UDWal14 Max 3.0689 109.5413 1156.2805 0 0 0
Base 33 272 UDWal14 Min -3.4978 -49.4902 337.2771 0 0 0
Base 33 272 UDWal15 Max -16.7486 -87.8303 1108.3303 0 0 0
Base 33 272 UDWal15 Min -19.3231 -149.2198 898.2963 0 0 0
Base 33 272 UDWal16 Max 15.5514 -9.8954 1915.32 0 0 0
Base 33 272 UDWal16 Min 12.977 -71.2849 1705.286 0 0 0
Base 33 272 UDWal17 Max 4.0875 -441.8756 3281.4202 0 0 0
Base 33 272 UDWal17 Min 0.8681 -518.5869 3018.9105 0 0 0
Base 33 272 UDWal18 Max -4.6398 359.4716 -205.2942 0 0 0
Base 33 272 UDWal18 Min -7.8592 282.7603 -467.8039 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 33 272 UDWal19 Max -20.0369 -92.1187 1108.3448 0 0 0
Base 33 272 UDWal19 Min -23.0404 -163.7398 863.3051 0 0 0
Base 33 272 UDWal20 Max 17.6465 -1.1947 2049.8327 0 0 0
Base 33 272 UDWal20 Min 14.6429 -72.8158 1804.793 0 0 0
Base 33 272 UDWal21 Max 4.2719 -505.1715 3643.6162 0 0 0
Base 33 272 UDWal21 Min 0.516 -594.668 3337.3549 0 0 0
Base 33 272 UDWal22 Max -5.9099 429.7335 -424.2171 0 0 0
Base 33 272 UDWal22 Min -9.6659 340.237 -730.4785 0 0 0
Base 33 272 UDWal23 Max -19.2664 -68.5567 692.1822 0 0 0
Base 33 272 UDWal23 Min -22.2699 -140.1778 447.1425 0 0 0
Base 33 272 UDWal24 Max 18.417 22.3674 1633.6701 0 0 0
Base 33 272 UDWal24 Min 15.4135 -49.2537 1388.6305 0 0 0
Base 33 272 UDWal25 Max 5.0425 -481.6094 3227.4537 0 0 0
Base 33 272 UDWal25 Min 1.2865 -571.106 2921.1924 0 0 0Base 33 272 UDWal26 Max -5.1394 453.2956 -840.3797 0 0 0
Base 33 272 UDWal26 Min -8.8954 363.7991 -1146.641 0 0 0
Base 34 287 Dead 62.1149 15.5483 83.9285 0 0 0
Base 34 287 Live 7.7251 -0.3459 11.9005 0 0 0
Base 34 287 EQX 1 -53.2945 0.5296 -69.0829 0 0 0
Base 34 287 EQX 2 -133.1845 2.5749 -165.0723 0 0 0
Base 34 287 EQY 1 25.6622 3.2713 29.2296 0 0 0
Base 34 287 EQY 2 125.5235 0.7131 149.2171 0 0 0
Base 34 287 WIND-X 1 -31.2467 0.4924 -38.5315 0 0 0
Base 34 287 WIND-X 2 27.8639 0.5727 32.9981 0 0 0
Base 34 287 WIND-Y 1 -31.2467 0.4924 -38.5315 0 0 0
Base 34 287 WIND-Y 2 27.8639 0.5727 32.9981 0 0 0
Base 34 287 UDCon1 86.9609 21.7677 117.4999 0 0 0
Base 34 287 UDCon2 99.3211 21.2142 136.5407 0 0 0
Base 34 287 UDCon3 Max 117.2447 18.9302 154.5925 0 0 0
Base 34 287 UDCon3 Min 46.312 18.8338 68.757 0 0 0
Base 34 287 UDCon4 Max 121.304 17.652 161.2326 0 0 0
Base 34 287 UDCon4 Min 50.3714 17.5557 75.3971 0 0 0
Base 34 287 UDCon5 Max 117.2447 18.9302 154.5925 0 0 0
Base 34 287 UDCon5 Min 46.312 18.8338 68.757 0 0 0
Base 34 287 UDCon6 Max 121.304 17.652 161.2326 0 0 0
Base 34 287 UDCon6 Min 50.3714 17.5557 75.3971 0 0 0
Base 34 287 UDCon7 Max 125.9703 22.5695 163.6973 0 0 0Base 34 287 UDCon7 Min 43.2155 22.4571 63.5558 0 0 0
Base 34 287 UDCon8 Max 130.7062 21.0783 171.4441 0 0 0
Base 34 287 UDCon8 Min 47.9514 20.9659 71.3026 0 0 0
Base 34 287 UDCon9 Max 125.9703 22.5695 163.6973 0 0 0
Base 34 287 UDCon9 Min 43.2155 22.4571 63.5558 0 0 0
Base 34 287 UDCon10 Max 130.7062 21.0783 171.4441 0 0 0
Base 34 287 UDCon10 Min 47.9514 20.9659 71.3026 0 0 0
Base 34 287 UDCon11 Max 101.1243 16.3501 130.1259 0 0 0
Base 34 287 UDCon11 Min 18.3696 16.2377 29.9844 0 0 0
Base 34 287 UDCon12 Max 105.8602 14.859 137.8727 0 0 0
Base 34 287 UDCon12 Min 23.1055 14.7466 37.7312 0 0 0
Base 34 287 UDCon13 Max 101.1243 16.3501 130.1259 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 34 287 UDCon13 Min 18.3696 16.2377 29.9844 0 0 0
Base 34 287 UDCon14 Max 105.8602 14.859 137.8727 0 0 0
Base 34 287 UDCon14 Min 23.1055 14.7466 37.7312 0 0 0
Base 34 287 UDCon15 Max 19.8546 21.3328 32.0953 0 0 0
Base 34 287 UDCon15 Min -76.0133 18.8784 -83.0919 0 0 0
Base 34 287 UDCon16 Max 243.6294 17.6074 313.0816 0 0 0
Base 34 287 UDCon16 Min 147.7615 15.153 197.8943 0 0 0
Base 34 287 UDCon17 Max 234.4362 22.1685 294.0554 0 0 0
Base 34 287 UDCon17 Min 114.6027 19.0986 150.0703 0 0 0
Base 34 287 UDCon18 Max 53.0133 17.3872 79.9193 0 0 0
Base 34 287 UDCon18 Min -66.8201 14.3174 -64.0658 0 0 0
Base 34 287 UDCon19 Max 12.3485 25.3726 20.7838 0 0 0
Base 34 287 UDCon19 Min -99.4974 22.5091 -113.6013 0 0 0
Base 34 287 UDCon20 Max 273.4192 21.0262 348.6011 0 0 0Base 34 287 UDCon20 Min 161.5732 18.1628 214.216 0 0 0
Base 34 287 UDCon21 Max 262.6937 26.3475 326.4039 0 0 0
Base 34 287 UDCon21 Min 122.888 22.766 158.4213 0 0 0
Base 34 287 UDCon22 Max 51.0337 20.7694 76.5785 0 0 0
Base 34 287 UDCon22 Min -88.772 17.1879 -91.4041 0 0 0
Base 34 287 UDCon23 Max -12.4974 19.1533 -12.7876 0 0 0
Base 34 287 UDCon23 Min -124.3434 16.2898 -147.1727 0 0 0
Base 34 287 UDCon24 Max 248.5732 14.8069 315.0297 0 0 0
Base 34 287 UDCon24 Min 136.7272 11.9434 180.6446 0 0 0
Base 34 287 UDCon25 Max 237.8477 20.1281 292.8325 0 0 0
Base 34 287 UDCon25 Min 98.0421 16.5466 124.8499 0 0 0
Base 34 287 UDCon26 Max 26.1878 14.55 43.0071 0 0 0
Base 34 287 UDCon26 Min -113.6179 10.9685 -124.9755 0 0 0
Base 34 287 UDWal1 86.9609 21.7677 117.4999 0 0 0
Base 34 287 UDWal2 99.3211 21.2142 136.5407 0 0 0
Base 34 287 UDWal3 Max 117.2447 18.9302 154.5925 0 0 0
Base 34 287 UDWal3 Min 46.312 18.8338 68.757 0 0 0
Base 34 287 UDWal4 Max 121.304 17.652 161.2326 0 0 0
Base 34 287 UDWal4 Min 50.3714 17.5557 75.3971 0 0 0
Base 34 287 UDWal5 Max 117.2447 18.9302 154.5925 0 0 0
Base 34 287 UDWal5 Min 46.312 18.8338 68.757 0 0 0
Base 34 287 UDWal6 Max 121.304 17.652 161.2326 0 0 0
Base 34 287 UDWal6 Min 50.3714 17.5557 75.3971 0 0 0Base 34 287 UDWal7 Max 125.9703 22.5695 163.6973 0 0 0
Base 34 287 UDWal7 Min 43.2155 22.4571 63.5558 0 0 0
Base 34 287 UDWal8 Max 130.7062 21.0783 171.4441 0 0 0
Base 34 287 UDWal8 Min 47.9514 20.9659 71.3026 0 0 0
Base 34 287 UDWal9 Max 125.9703 22.5695 163.6973 0 0 0
Base 34 287 UDWal9 Min 43.2155 22.4571 63.5558 0 0 0
Base 34 287 UDWal10 Max 130.7062 21.0783 171.4441 0 0 0
Base 34 287 UDWal10 Min 47.9514 20.9659 71.3026 0 0 0
Base 34 287 UDWal11 Max 101.1243 16.3501 130.1259 0 0 0
Base 34 287 UDWal11 Min 18.3696 16.2377 29.9844 0 0 0
Base 34 287 UDWal12 Max 105.8602 14.859 137.8727 0 0 0
Base 34 287 UDWal12 Min 23.1055 14.7466 37.7312 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 34 287 UDWal13 Max 101.1243 16.3501 130.1259 0 0 0
Base 34 287 UDWal13 Min 18.3696 16.2377 29.9844 0 0 0
Base 34 287 UDWal14 Max 105.8602 14.859 137.8727 0 0 0
Base 34 287 UDWal14 Min 23.1055 14.7466 37.7312 0 0 0
Base 34 287 UDWal15 Max 19.8546 21.3328 32.0953 0 0 0
Base 34 287 UDWal15 Min -76.0133 18.8784 -83.0919 0 0 0
Base 34 287 UDWal16 Max 243.6294 17.6074 313.0816 0 0 0
Base 34 287 UDWal16 Min 147.7615 15.153 197.8943 0 0 0
Base 34 287 UDWal17 Max 234.4362 22.1685 294.0554 0 0 0
Base 34 287 UDWal17 Min 114.6027 19.0986 150.0703 0 0 0
Base 34 287 UDWal18 Max 53.0133 17.3872 79.9193 0 0 0
Base 34 287 UDWal18 Min -66.8201 14.3174 -64.0658 0 0 0
Base 34 287 UDWal19 Max 12.3485 25.3726 20.7838 0 0 0
Base 34 287 UDWal19 Min -99.4974 22.5091 -113.6013 0 0 0Base 34 287 UDWal20 Max 273.4192 21.0262 348.6011 0 0 0
Base 34 287 UDWal20 Min 161.5732 18.1628 214.216 0 0 0
Base 34 287 UDWal21 Max 262.6937 26.3475 326.4039 0 0 0
Base 34 287 UDWal21 Min 122.888 22.766 158.4213 0 0 0
Base 34 287 UDWal22 Max 51.0337 20.7694 76.5785 0 0 0
Base 34 287 UDWal22 Min -88.772 17.1879 -91.4041 0 0 0
Base 34 287 UDWal23 Max -12.4974 19.1533 -12.7876 0 0 0
Base 34 287 UDWal23 Min -124.3434 16.2898 -147.1727 0 0 0
Base 34 287 UDWal24 Max 248.5732 14.8069 315.0297 0 0 0
Base 34 287 UDWal24 Min 136.7272 11.9434 180.6446 0 0 0
Base 34 287 UDWal25 Max 237.8477 20.1281 292.8325 0 0 0
Base 34 287 UDWal25 Min 98.0421 16.5466 124.8499 0 0 0
Base 34 287 UDWal26 Max 26.1878 14.55 43.0071 0 0 0
Base 34 287 UDWal26 Min -113.6179 10.9685 -124.9755 0 0 0
Base 35 288 Dead 8.7773 0.2449 475.7878 0 0 0
Base 35 288 Live 1.9912 -0.0099 61.0571 0 0 0
Base 35 288 EQX 1 38.9254 -0.6954 -272.6328 0 0 0
Base 35 288 EQX 2 49.9624 -1.2032 -510.2111 0 0 0
Base 35 288 EQY 1 -1.5679 0.2514 27.8026 0 0 0
Base 35 288 EQY 2 -15.3776 0.8864 324.8363 0 0 0
Base 35 288 WIND-X 1 11.9989 -0.2733 -120.0498 0 0 0
Base 35 288 WIND-X 2 -2.9707 0.1704 67.1622 0 0 0
Base 35 288 WIND-Y 1 11.9989 -0.2733 -120.0498 0 0 0Base 35 288 WIND-Y 2 -2.9707 0.1704 67.1622 0 0 0
Base 35 288 UDCon1 12.2883 0.3429 666.1029 0 0 0
Base 35 288 UDCon2 15.4742 0.3271 763.7943 0 0 0
Base 35 288 UDCon3 Max 27.3209 0.4865 724.8085 0 0 0
Base 35 288 UDCon3 Min 9.3573 -0.0459 500.1541 0 0 0
Base 35 288 UDCon4 Max 16.4871 0.61 788.2737 0 0 0
Base 35 288 UDCon4 Min -1.4764 0.0777 563.6192 0 0 0
Base 35 288 UDCon5 Max 27.3209 0.4865 724.8085 0 0 0
Base 35 288 UDCon5 Min 9.3573 -0.0459 500.1541 0 0 0
Base 35 288 UDCon6 Max 16.4871 0.61 788.2737 0 0 0
Base 35 288 UDCon6 Min -1.4764 0.0777 563.6192 0 0 0
Base 35 288 UDCon7 Max 29.0867 0.5814 760.13 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 35 288 UDCon7 Min 8.1292 -0.0397 498.0331 0 0 0
Base 35 288 UDCon8 Max 16.4473 0.7255 834.1727 0 0 0
Base 35 288 UDCon8 Min -4.5102 0.1044 572.0758 0 0 0
Base 35 288 UDCon9 Max 29.0867 0.5814 760.13 0 0 0
Base 35 288 UDCon9 Min 8.1292 -0.0397 498.0331 0 0 0
Base 35 288 UDCon10 Max 16.4473 0.7255 834.1727 0 0 0
Base 35 288 UDCon10 Min -4.5102 0.1044 572.0758 0 0 0
Base 35 288 UDCon11 Max 25.5758 0.4834 569.8149 0 0 0
Base 35 288 UDCon11 Min 4.6183 -0.1377 307.718 0 0 0
Base 35 288 UDCon12 Max 12.9364 0.6276 643.8576 0 0 0
Base 35 288 UDCon12 Min -8.0211 0.0064 381.7607 0 0 0
Base 35 288 UDCon13 Max 25.5758 0.4834 569.8149 0 0 0
Base 35 288 UDCon13 Min 4.6183 -0.1377 307.718 0 0 0
Base 35 288 UDCon14 Max 12.9364 0.6276 643.8576 0 0 0Base 35 288 UDCon14 Min -8.0211 0.0064 381.7607 0 0 0
Base 35 288 UDCon15 Max 72.8771 -0.5524 317.0546 0 0 0
Base 35 288 UDCon15 Min 59.6327 -1.1618 31.9605 0 0 0
Base 35 288 UDCon16 Max -33.7882 1.726 1256.4672 0 0 0
Base 35 288 UDCon16 Min -47.0327 1.1166 971.3732 0 0 0
Base 35 288 UDCon17 Max 11.0407 1.3457 1034.0174 0 0 0
Base 35 288 UDCon17 Min -5.5309 0.5838 677.577 0 0 0
Base 35 288 UDCon18 Max 31.3753 -0.0196 610.8508 0 0 0
Base 35 288 UDCon18 Min 14.8037 -0.7815 254.4104 0 0 0
Base 35 288 UDCon19 Max 82.2357 -0.6307 284.4171 0 0 0
Base 35 288 UDCon19 Min 66.7838 -1.3416 -48.1927 0 0 0
Base 35 288 UDCon20 Max -42.2073 2.0275 1380.3985 0 0 0
Base 35 288 UDCon20 Min -57.6591 1.3165 1047.7888 0 0 0
Base 35 288 UDCon21 Max 10.0932 1.5838 1120.8737 0 0 0
Base 35 288 UDCon21 Min -9.2403 0.6949 705.0266 0 0 0
Base 35 288 UDCon22 Max 33.8168 -0.0091 627.1793 0 0 0
Base 35 288 UDCon22 Min 14.4834 -0.898 211.3321 0 0 0
Base 35 288 UDCon23 Max 78.7247 -0.7287 94.1019 0 0 0
Base 35 288 UDCon23 Min 63.2728 -1.4396 -238.5078 0 0 0
Base 35 288 UDCon24 Max -45.7182 1.9295 1190.0834 0 0 0
Base 35 288 UDCon24 Min -61.1701 1.2186 857.4737 0 0 0
Base 35 288 UDCon25 Max 6.5822 1.4858 930.5586 0 0 0
Base 35 288 UDCon25 Min -12.7513 0.5969 514.7114 0 0 0Base 35 288 UDCon26 Max 30.3059 -0.1071 436.8642 0 0 0
Base 35 288 UDCon26 Min 10.9724 -0.996 21.017 0 0 0
Base 35 288 UDWal1 12.2883 0.3429 666.1029 0 0 0
Base 35 288 UDWal2 15.4742 0.3271 763.7943 0 0 0
Base 35 288 UDWal3 Max 27.3209 0.4865 724.8085 0 0 0
Base 35 288 UDWal3 Min 9.3573 -0.0459 500.1541 0 0 0
Base 35 288 UDWal4 Max 16.4871 0.61 788.2737 0 0 0
Base 35 288 UDWal4 Min -1.4764 0.0777 563.6192 0 0 0
Base 35 288 UDWal5 Max 27.3209 0.4865 724.8085 0 0 0
Base 35 288 UDWal5 Min 9.3573 -0.0459 500.1541 0 0 0
Base 35 288 UDWal6 Max 16.4871 0.61 788.2737 0 0 0
Base 35 288 UDWal6 Min -1.4764 0.0777 563.6192 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 35 288 UDWal7 Max 29.0867 0.5814 760.13 0 0 0
Base 35 288 UDWal7 Min 8.1292 -0.0397 498.0331 0 0 0
Base 35 288 UDWal8 Max 16.4473 0.7255 834.1727 0 0 0
Base 35 288 UDWal8 Min -4.5102 0.1044 572.0758 0 0 0
Base 35 288 UDWal9 Max 29.0867 0.5814 760.13 0 0 0
Base 35 288 UDWal9 Min 8.1292 -0.0397 498.0331 0 0 0
Base 35 288 UDWal10 Max 16.4473 0.7255 834.1727 0 0 0
Base 35 288 UDWal10 Min -4.5102 0.1044 572.0758 0 0 0
Base 35 288 UDWal11 Max 25.5758 0.4834 569.8149 0 0 0
Base 35 288 UDWal11 Min 4.6183 -0.1377 307.718 0 0 0
Base 35 288 UDWal12 Max 12.9364 0.6276 643.8576 0 0 0
Base 35 288 UDWal12 Min -8.0211 0.0064 381.7607 0 0 0
Base 35 288 UDWal13 Max 25.5758 0.4834 569.8149 0 0 0
Base 35 288 UDWal13 Min 4.6183 -0.1377 307.718 0 0 0Base 35 288 UDWal14 Max 12.9364 0.6276 643.8576 0 0 0
Base 35 288 UDWal14 Min -8.0211 0.0064 381.7607 0 0 0
Base 35 288 UDWal15 Max 72.8771 -0.5524 317.0546 0 0 0
Base 35 288 UDWal15 Min 59.6327 -1.1618 31.9605 0 0 0
Base 35 288 UDWal16 Max -33.7882 1.726 1256.4672 0 0 0
Base 35 288 UDWal16 Min -47.0327 1.1166 971.3732 0 0 0
Base 35 288 UDWal17 Max 11.0407 1.3457 1034.0174 0 0 0
Base 35 288 UDWal17 Min -5.5309 0.5838 677.577 0 0 0
Base 35 288 UDWal18 Max 31.3753 -0.0196 610.8508 0 0 0
Base 35 288 UDWal18 Min 14.8037 -0.7815 254.4104 0 0 0
Base 35 288 UDWal19 Max 82.2357 -0.6307 284.4171 0 0 0
Base 35 288 UDWal19 Min 66.7838 -1.3416 -48.1927 0 0 0
Base 35 288 UDWal20 Max -42.2073 2.0275 1380.3985 0 0 0
Base 35 288 UDWal20 Min -57.6591 1.3165 1047.7888 0 0 0
Base 35 288 UDWal21 Max 10.0932 1.5838 1120.8737 0 0 0
Base 35 288 UDWal21 Min -9.2403 0.6949 705.0266 0 0 0
Base 35 288 UDWal22 Max 33.8168 -0.0091 627.1793 0 0 0
Base 35 288 UDWal22 Min 14.4834 -0.898 211.3321 0 0 0
Base 35 288 UDWal23 Max 78.7247 -0.7287 94.1019 0 0 0
Base 35 288 UDWal23 Min 63.2728 -1.4396 -238.5078 0 0 0
Base 35 288 UDWal24 Max -45.7182 1.9295 1190.0834 0 0 0
Base 35 288 UDWal24 Min -61.1701 1.2186 857.4737 0 0 0
Base 35 288 UDWal25 Max 6.5822 1.4858 930.5586 0 0 0Base 35 288 UDWal25 Min -12.7513 0.5969 514.7114 0 0 0
Base 35 288 UDWal26 Max 30.3059 -0.1071 436.8642 0 0 0
Base 35 288 UDWal26 Min 10.9724 -0.996 21.017 0 0 0
Base 36 296 Dead -2.4054 2.0579 651.7619 0 0 0
Base 36 296 Live -0.0674 -0.254 82.0411 0 0 0
Base 36 296 EQX 1 50.2291 -0.2264 81.2415 0 0 0
Base 36 296 EQX 2 68.1352 -0.2171 132.8216 0 0 0
Base 36 296 EQY 1 -2.5874 3.5553 -94.7855 0 0 0
Base 36 296 EQY 2 -24.987 3.5432 -159.2486 0 0 0
Base 36 296 WIND-X 1 16.3483 -0.0545 31.2156 0 0 0
Base 36 296 WIND-X 2 -4.9822 1.1909 -41.6845 0 0 0
Base 36 296 WIND-Y 1 16.3483 -0.0545 31.2156 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 36 296 WIND-Y 2 -4.9822 1.1909 -41.6845 0 0 0
Base 36 296 UDCon1 -3.3675 2.881 912.4667 0 0 0
Base 36 296 UDCon2 -3.4753 2.4746 1043.7324 0 0 0
Base 36 296 UDCon3 Max 16.6506 3.5937 918.0223 0 0 0
Base 36 296 UDCon3 Min -8.9459 2.0992 830.5422 0 0 0
Base 36 296 UDCon4 Max 3.0113 2.23 930.585 0 0 0
Base 36 296 UDCon4 Min -22.5852 0.7355 843.1049 0 0 0
Base 36 296 UDCon5 Max 16.6506 3.5937 918.0223 0 0 0
Base 36 296 UDCon5 Min -8.9459 2.0992 830.5422 0 0 0
Base 36 296 UDCon6 Max 3.0113 2.23 930.585 0 0 0
Base 36 296 UDCon6 Min -22.5852 0.7355 843.1049 0 0 0
Base 36 296 UDCon7 Max 19.52 4.5483 956.1685 0 0 0
Base 36 296 UDCon7 Min -10.3426 2.8048 854.1084 0 0 0
Base 36 296 UDCon8 Max 3.6075 2.9573 970.8249 0 0 0Base 36 296 UDCon8 Min -26.2551 1.2138 868.7649 0 0 0
Base 36 296 UDCon9 Max 19.52 4.5483 956.1685 0 0 0
Base 36 296 UDCon9 Min -10.3426 2.8048 854.1084 0 0 0
Base 36 296 UDCon10 Max 3.6075 2.9573 970.8249 0 0 0
Base 36 296 UDCon10 Min -26.2551 1.2138 868.7649 0 0 0
Base 36 296 UDCon11 Max 20.4822 3.7251 695.4637 0 0 0
Base 36 296 UDCon11 Min -9.3804 1.9816 593.4037 0 0 0
Base 36 296 UDCon12 Max 4.5697 2.1341 710.1202 0 0 0
Base 36 296 UDCon12 Min -25.2929 0.3906 608.0601 0 0 0
Base 36 296 UDCon13 Max 20.4822 3.7251 695.4637 0 0 0
Base 36 296 UDCon13 Min -9.3804 1.9816 593.4037 0 0 0
Base 36 296 UDCon14 Max 4.5697 2.1341 710.1202 0 0 0
Base 36 296 UDCon14 Min -25.2929 0.3906 608.0601 0 0 0
Base 36 296 UDCon15 Max 78.795 1.904 1039.9495 0 0 0
Base 36 296 UDCon15 Min 57.3076 1.8929 978.0534 0 0 0
Base 36 296 UDCon16 Max -63.2422 2.4363 783.0738 0 0 0
Base 36 296 UDCon16 Min -84.7296 2.4252 721.1776 0 0 0
Base 36 296 UDCon17 Max -6.0722 6.431 766.821 0 0 0
Base 36 296 UDCon17 Min -32.9516 6.4165 689.4653 0 0 0
Base 36 296 UDCon18 Max 27.017 -2.0873 1071.6619 0 0 0
Base 36 296 UDCon18 Min 0.1376 -2.1018 994.3062 0 0 0
Base 36 296 UDCon19 Max 92.0218 2.577 1098.417 0 0 0
Base 36 296 UDCon19 Min 66.9532 2.564 1026.2048 0 0 0Base 36 296 UDCon20 Max -73.6882 3.198 798.7285 0 0 0
Base 36 296 UDCon20 Min -98.7568 3.185 726.5164 0 0 0
Base 36 296 UDCon21 Max -6.9899 7.8584 779.7669 0 0 0
Base 36 296 UDCon21 Min -38.3492 7.8416 689.5186 0 0 0
Base 36 296 UDCon22 Max 31.6142 -2.0795 1135.4147 0 0 0
Base 36 296 UDCon22 Min 0.2548 -2.0964 1045.1664 0 0 0
Base 36 296 UDCon23 Max 92.984 1.7539 837.7122 0 0 0
Base 36 296 UDCon23 Min 67.9153 1.7409 765.5 0 0 0
Base 36 296 UDCon24 Max -72.7261 2.3749 538.0238 0 0 0
Base 36 296 UDCon24 Min -97.7947 2.3619 465.8116 0 0 0
Base 36 296 UDCon25 Max -6.0277 7.0353 519.0622 0 0 0
Base 36 296 UDCon25 Min -37.3871 7.0184 428.8139 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 37 304 UDWal19 Min 10.2091 0.7474 708.1244 0 0 0
Base 37 304 UDWal20 Max -36.187 -1.8662 134.0398 0 0 0
Base 37 304 UDWal20 Min -52.7799 -2.8613 -129.2638 0 0 0
Base 37 304 UDWal21 Max -17.8958 1.5863 270.9624 0 0 0
Base 37 304 UDWal21 Min -38.6428 0.3411 -58.1835 0 0 0
Base 37 304 UDWal22 Max 12.665 -1.4599 900.3477 0 0 0
Base 37 304 UDWal22 Min -8.0821 -2.7051 571.2017 0 0 0
Base 37 304 UDWal23 Max 30.5132 1.9024 851.1188 0 0 0
Base 37 304 UDWal23 Min 13.9203 0.9072 587.8152 0 0 0
Base 37 304 UDWal24 Max -32.4759 -1.7063 13.7306 0 0 0
Base 37 304 UDWal24 Min -49.0688 -2.7015 -249.573 0 0 0
Base 37 304 UDWal25 Max -14.1846 1.7461 150.6533 0 0 0
Base 37 304 UDWal25 Min -34.9317 0.501 -178.4927 0 0 0
Base 37 304 UDWal26 Max 16.3761 -1.3001 780.0385 0 0 0Base 37 304 UDWal26 Min -4.371 -2.5452 450.8925 0 0 0
Base 38 312 Dead -72.0755 1.3796 100.3652 0 0 0
Base 38 312 Live -8.6621 0.1585 15.7821 0 0 0
Base 38 312 EQX 1 -57.2229 -0.3948 103.8423 0 0 0
Base 38 312 EQX 2 -136.3625 -2.7294 196.325 0 0 0
Base 38 312 EQY 1 40.6482 -2.9844 -42.9358 0 0 0
Base 38 312 EQY 2 139.5673 -0.0645 -158.5474 0 0 0
Base 38 312 WIND-X 1 -31.9766 -0.5103 45.9119 0 0 0
Base 38 312 WIND-X 2 32.25 -0.3945 -35.8287 0 0 0
Base 38 312 WIND-Y 1 -31.9766 -0.5103 45.9119 0 0 0
Base 38 312 WIND-Y 2 32.25 -0.3945 -35.8287 0 0 0
Base 38 312 UDCon1 -100.9057 1.9315 140.5113 0 0 0
Base 38 312 UDCon2 -114.765 2.1851 165.7627 0 0 0
Base 38 312 UDCon3 Max -58.1851 1.3724 194.471 0 0 0
Base 38 312 UDCon3 Min -135.2569 1.2334 96.3823 0 0 0
Base 38 312 UDCon4 Max -58.5132 2.4582 182.3713 0 0 0
Base 38 312 UDCon4 Min -135.585 2.3193 84.2825 0 0 0
Base 38 312 UDCon5 Max -58.1851 1.3724 194.471 0 0 0
Base 38 312 UDCon5 Min -135.2569 1.2334 96.3823 0 0 0
Base 38 312 UDCon6 Max -58.5132 2.4582 182.3713 0 0 0
Base 38 312 UDCon6 Min -135.585 2.3193 84.2825 0 0 0
Base 38 312 UDCon7 Max -55.7557 1.3791 204.7879 0 0 0
Base 38 312 UDCon7 Min -145.6729 1.2171 90.3511 0 0 0Base 38 312 UDCon8 Max -56.1385 2.6459 190.6715 0 0 0
Base 38 312 UDCon8 Min -146.0556 2.4838 76.2347 0 0 0
Base 38 312 UDCon9 Max -55.7557 1.3791 204.7879 0 0 0
Base 38 312 UDCon9 Min -145.6729 1.2171 90.3511 0 0 0
Base 38 312 UDCon10 Max -56.1385 2.6459 190.6715 0 0 0
Base 38 312 UDCon10 Min -146.0556 2.4838 76.2347 0 0 0
Base 38 312 UDCon11 Max -26.9255 0.8273 164.6418 0 0 0
Base 38 312 UDCon11 Min -116.8427 0.6652 50.205 0 0 0
Base 38 312 UDCon12 Max -27.3083 2.094 150.5254 0 0 0
Base 38 312 UDCon12 Min -117.2255 1.932 36.0886 0 0 0
Base 38 312 UDCon13 Max -26.9255 0.8273 164.6418 0 0 0
Base 38 312 UDCon13 Min -116.8427 0.6652 50.205 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 39 313 UDCon8 Max -3.1342 4.9363 112.9063 0 0 0
Base 39 313 UDCon8 Min -4.7396 1.2244 111.9968 0 0 0
Base 39 313 UDCon9 Max -4.6201 -0.7079 120.0382 0 0 0
Base 39 313 UDCon9 Min -6.2255 -4.4198 119.1287 0 0 0
Base 39 313 UDCon10 Max -3.1342 4.9363 112.9063 0 0 0
Base 39 313 UDCon10 Min -4.7396 1.2244 111.9968 0 0 0
Base 39 313 UDCon11 Max -3.283 -0.7817 86.8903 0 0 0
Base 39 313 UDCon11 Min -4.8884 -4.4936 85.9808 0 0 0
Base 39 313 UDCon12 Max -1.7971 4.8625 79.7585 0 0 0
Base 39 313 UDCon12 Min -3.4025 1.1506 78.849 0 0 0
Base 39 313 UDCon13 Max -3.283 -0.7817 86.8903 0 0 0
Base 39 313 UDCon13 Min -4.8884 -4.4936 85.9808 0 0 0
Base 39 313 UDCon14 Max -1.7971 4.8625 79.7585 0 0 0
Base 39 313 UDCon14 Min -3.4025 1.1506 78.849 0 0 0Base 39 313 UDCon15 Max -8.7809 -2.0743 113.0591 0 0 0
Base 39 313 UDCon15 Min -9.2068 -5.2838 109.4945 0 0 0
Base 39 313 UDCon16 Max 1.2759 5.6098 91.1261 0 0 0
Base 39 313 UDCon16 Min 0.85 2.4003 87.5616 0 0 0
Base 39 313 UDCon17 Max -3.4915 -9.4939 112.512 0 0 0
Base 39 313 UDCon17 Min -4.0238 -13.5054 108.0575 0 0 0
Base 39 313 UDCon18 Max -3.9071 13.8314 92.5631 0 0 0
Base 39 313 UDCon18 Min -4.4395 9.82 88.1087 0 0 0
Base 39 313 UDCon19 Max -10.2979 -2.352 130.891 0 0 0
Base 39 313 UDCon19 Min -10.7947 -6.0963 126.7324 0 0 0
Base 39 313 UDCon20 Max 1.435 6.6128 105.3026 0 0 0
Base 39 313 UDCon20 Min 0.9382 2.8685 101.1439 0 0 0
Base 39 313 UDCon21 Max -4.1268 -11.0082 130.2528 0 0 0
Base 39 313 UDCon21 Min -4.7479 -15.6883 125.0559 0 0 0
Base 39 313 UDCon22 Max -4.6118 16.2047 106.9791 0 0 0
Base 39 313 UDCon22 Min -5.2328 11.5247 101.7822 0 0 0
Base 39 313 UDCon23 Max -8.9608 -2.4258 97.7432 0 0 0
Base 39 313 UDCon23 Min -9.4576 -6.1701 93.5846 0 0 0
Base 39 313 UDCon24 Max 2.7721 6.539 72.1547 0 0 0
Base 39 313 UDCon24 Min 2.2753 2.7947 67.9961 0 0 0
Base 39 313 UDCon25 Max -2.7898 -11.082 97.1049 0 0 0
Base 39 313 UDCon25 Min -3.4108 -15.762 91.908 0 0 0
Base 39 313 UDCon26 Max -3.2747 16.1309 73.8313 0 0 0Base 39 313 UDCon26 Min -3.8957 11.4509 68.6344 0 0 0
Base 39 313 UDWal1 -4.6798 0.2582 116.0175 0 0 0
Base 39 313 UDWal2 -4.6187 0.1805 117.1732 0 0 0
Base 39 313 UDWal3 Max -3.9143 -0.6651 103.7566 0 0 0
Base 39 313 UDWal3 Min -5.2903 -3.8467 102.977 0 0 0
Base 39 313 UDWal4 Max -2.6406 4.1728 97.6436 0 0 0
Base 39 313 UDWal4 Min -4.0167 0.9911 96.864 0 0 0
Base 39 313 UDWal5 Max -3.9143 -0.6651 103.7566 0 0 0
Base 39 313 UDWal5 Min -5.2903 -3.8467 102.977 0 0 0
Base 39 313 UDWal6 Max -2.6406 4.1728 97.6436 0 0 0
Base 39 313 UDWal6 Min -4.0167 0.9911 96.864 0 0 0
Base 39 313 UDWal7 Max -4.6201 -0.7079 120.0382 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 40 315 UDCon1 3.2749 -8.4316 100.2816 0 0 0
Base 40 315 UDCon2 3.3451 -8.4341 100.5511 0 0 0
Base 40 315 UDCon3 Max 3.3494 -7.6392 90.0073 0 0 0
Base 40 315 UDCon3 Min 1.5889 -8.5713 86.3804 0 0 0
Base 40 315 UDCon4 Max 4.1305 -5.8867 85.9351 0 0 0
Base 40 315 UDCon4 Min 2.37 -6.8187 82.3083 0 0 0
Base 40 315 UDCon5 Max 3.3494 -7.6392 90.0073 0 0 0
Base 40 315 UDCon5 Min 1.5889 -8.5713 86.3804 0 0 0
Base 40 315 UDCon6 Max 4.1305 -5.8867 85.9351 0 0 0
Base 40 315 UDCon6 Min 2.37 -6.8187 82.3083 0 0 0
Base 40 315 UDCon7 Max 3.8462 -8.9102 104.7727 0 0 0
Base 40 315 UDCon7 Min 1.7923 -9.9977 100.5413 0 0 0
Base 40 315 UDCon8 Max 4.7576 -6.8656 100.0218 0 0 0
Base 40 315 UDCon8 Min 2.7036 -7.953 95.7905 0 0 0Base 40 315 UDCon9 Max 3.8462 -8.9102 104.7727 0 0 0
Base 40 315 UDCon9 Min 1.7923 -9.9977 100.5413 0 0 0
Base 40 315 UDCon10 Max 4.7576 -6.8656 100.0218 0 0 0
Base 40 315 UDCon10 Min 2.7036 -7.953 95.7905 0 0 0
Base 40 315 UDCon11 Max 2.9105 -6.5012 76.1208 0 0 0
Base 40 315 UDCon11 Min 0.8566 -7.5886 71.8894 0 0 0
Base 40 315 UDCon12 Max 3.8219 -4.4566 71.37 0 0 0
Base 40 315 UDCon12 Min 1.7679 -5.544 67.1386 0 0 0
Base 40 315 UDCon13 Max 2.9105 -6.5012 76.1208 0 0 0
Base 40 315 UDCon13 Min 0.8566 -7.5886 71.8894 0 0 0
Base 40 315 UDCon14 Max 3.8219 -4.4566 71.37 0 0 0
Base 40 315 UDCon14 Min 1.7679 -5.544 67.1386 0 0 0
Base 40 315 UDCon15 Max -1.8221 -8.6103 88.1811 0 0 0
Base 40 315 UDCon15 Min -2.0815 -9.4426 86.3987 0 0 0
Base 40 315 UDCon16 Max 7.8009 -5.0153 85.9168 0 0 0
Base 40 315 UDCon16 Min 7.5415 -5.8477 84.1345 0 0 0
Base 40 315 UDCon17 Max 4.4935 -10.8356 98.4637 0 0 0
Base 40 315 UDCon17 Min 4.1691 -11.8757 96.2362 0 0 0
Base 40 315 UDCon18 Max 1.5502 -2.5823 76.0793 0 0 0
Base 40 315 UDCon18 Min 1.2259 -3.6224 73.8519 0 0 0
Base 40 315 UDCon19 Max -2.1872 -10.0431 102.6421 0 0 0
Base 40 315 UDCon19 Min -2.4899 -11.0142 100.5627 0 0 0
Base 40 315 UDCon20 Max 9.0397 -5.849 100.0005 0 0 0Base 40 315 UDCon20 Min 8.737 -6.8201 97.9211 0 0 0
Base 40 315 UDCon21 Max 5.181 -12.6393 114.6385 0 0 0
Base 40 315 UDCon21 Min 4.8026 -13.8528 112.0398 0 0 0
Base 40 315 UDCon22 Max 1.7472 -3.0105 88.5234 0 0 0
Base 40 315 UDCon22 Min 1.3688 -4.2239 85.9247 0 0 0
Base 40 315 UDCon23 Max -3.1229 -7.6341 73.9902 0 0 0
Base 40 315 UDCon23 Min -3.4255 -8.6052 71.9108 0 0 0
Base 40 315 UDCon24 Max 8.104 -3.44 71.3486 0 0 0
Base 40 315 UDCon24 Min 7.8013 -4.4111 69.2692 0 0 0
Base 40 315 UDCon25 Max 4.2453 -10.2303 85.9866 0 0 0
Base 40 315 UDCon25 Min 3.8669 -11.4437 83.3879 0 0 0
Base 40 315 UDCon26 Max 0.8115 -0.6014 59.8715 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 40 315 UDCon26 Min 0.4331 -1.8149 57.2728 0 0 0
Base 40 315 UDWal1 3.2749 -8.4316 100.2816 0 0 0
Base 40 315 UDWal2 3.3451 -8.4341 100.5511 0 0 0
Base 40 315 UDWal3 Max 3.3494 -7.6392 90.0073 0 0 0
Base 40 315 UDWal3 Min 1.5889 -8.5713 86.3804 0 0 0
Base 40 315 UDWal4 Max 4.1305 -5.8867 85.9351 0 0 0
Base 40 315 UDWal4 Min 2.37 -6.8187 82.3083 0 0 0
Base 40 315 UDWal5 Max 3.3494 -7.6392 90.0073 0 0 0
Base 40 315 UDWal5 Min 1.5889 -8.5713 86.3804 0 0 0
Base 40 315 UDWal6 Max 4.1305 -5.8867 85.9351 0 0 0
Base 40 315 UDWal6 Min 2.37 -6.8187 82.3083 0 0 0
Base 40 315 UDWal7 Max 3.8462 -8.9102 104.7727 0 0 0
Base 40 315 UDWal7 Min 1.7923 -9.9977 100.5413 0 0 0
Base 40 315 UDWal8 Max 4.7576 -6.8656 100.0218 0 0 0Base 40 315 UDWal8 Min 2.7036 -7.953 95.7905 0 0 0
Base 40 315 UDWal9 Max 3.8462 -8.9102 104.7727 0 0 0
Base 40 315 UDWal9 Min 1.7923 -9.9977 100.5413 0 0 0
Base 40 315 UDWal10 Max 4.7576 -6.8656 100.0218 0 0 0
Base 40 315 UDWal10 Min 2.7036 -7.953 95.7905 0 0 0
Base 40 315 UDWal11 Max 2.9105 -6.5012 76.1208 0 0 0
Base 40 315 UDWal11 Min 0.8566 -7.5886 71.8894 0 0 0
Base 40 315 UDWal12 Max 3.8219 -4.4566 71.37 0 0 0
Base 40 315 UDWal12 Min 1.7679 -5.544 67.1386 0 0 0
Base 40 315 UDWal13 Max 2.9105 -6.5012 76.1208 0 0 0
Base 40 315 UDWal13 Min 0.8566 -7.5886 71.8894 0 0 0
Base 40 315 UDWal14 Max 3.8219 -4.4566 71.37 0 0 0
Base 40 315 UDWal14 Min 1.7679 -5.544 67.1386 0 0 0
Base 40 315 UDWal15 Max -1.8221 -8.6103 88.1811 0 0 0
Base 40 315 UDWal15 Min -2.0815 -9.4426 86.3987 0 0 0
Base 40 315 UDWal16 Max 7.8009 -5.0153 85.9168 0 0 0
Base 40 315 UDWal16 Min 7.5415 -5.8477 84.1345 0 0 0
Base 40 315 UDWal17 Max 4.4935 -10.8356 98.4637 0 0 0
Base 40 315 UDWal17 Min 4.1691 -11.8757 96.2362 0 0 0
Base 40 315 UDWal18 Max 1.5502 -2.5823 76.0793 0 0 0
Base 40 315 UDWal18 Min 1.2259 -3.6224 73.8519 0 0 0
Base 40 315 UDWal19 Max -2.1872 -10.0431 102.6421 0 0 0
Base 40 315 UDWal19 Min -2.4899 -11.0142 100.5627 0 0 0Base 40 315 UDWal20 Max 9.0397 -5.849 100.0005 0 0 0
Base 40 315 UDWal20 Min 8.737 -6.8201 97.9211 0 0 0
Base 40 315 UDWal21 Max 5.181 -12.6393 114.6385 0 0 0
Base 40 315 UDWal21 Min 4.8026 -13.8528 112.0398 0 0 0
Base 40 315 UDWal22 Max 1.7472 -3.0105 88.5234 0 0 0
Base 40 315 UDWal22 Min 1.3688 -4.2239 85.9247 0 0 0
Base 40 315 UDWal23 Max -3.1229 -7.6341 73.9902 0 0 0
Base 40 315 UDWal23 Min -3.4255 -8.6052 71.9108 0 0 0
Base 40 315 UDWal24 Max 8.104 -3.44 71.3486 0 0 0
Base 40 315 UDWal24 Min 7.8013 -4.4111 69.2692 0 0 0
Base 40 315 UDWal25 Max 4.2453 -10.2303 85.9866 0 0 0
Base 40 315 UDWal25 Min 3.8669 -11.4437 83.3879 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 40 315 UDWal26 Max 0.8115 -0.6014 59.8715 0 0 0
Base 40 315 UDWal26 Min 0.4331 -1.8149 57.2728 0 0 0
Base 41 317 Dead -12.5681 -9.5465 83.1988 0 0 0
Base 41 317 Live 0.0389 0.0307 -0.0119 0 0 0
Base 41 317 EQX 1 -3.8577 -0.7182 4.5078 0 0 0
Base 41 317 EQX 2 -4.5234 -0.2781 4.6586 0 0 0
Base 41 317 EQY 1 0.9061 -2.5149 1.2005 0 0 0
Base 41 317 EQY 2 1.7385 -3.065 1.0116 0 0 0
Base 41 317 WIND-X 1 -1.1122 -0.1032 1.1978 0 0 0
Base 41 317 WIND-X 2 0.465 -0.9081 0.3428 0 0 0
Base 41 317 WIND-Y 1 -1.1122 -0.1032 1.1978 0 0 0
Base 41 317 WIND-Y 2 0.465 -0.9081 0.3428 0 0 0
Base 41 317 UDCon1 -17.5954 -13.3652 116.4783 0 0 0
Base 41 317 UDCon2 -17.5332 -13.316 116.4594 0 0 0Base 41 317 UDCon3 Max -14.4771 -11.5428 101.2618 0 0 0
Base 41 317 UDCon3 Min -16.3697 -12.5087 100.2357 0 0 0
Base 41 317 UDCon4 Max -13.7005 -10.3292 99.413 0 0 0
Base 41 317 UDCon4 Min -15.5932 -11.2952 98.3869 0 0 0
Base 41 317 UDCon5 Max -14.4771 -11.5428 101.2618 0 0 0
Base 41 317 UDCon5 Min -16.3697 -12.5087 100.2357 0 0 0
Base 41 317 UDCon6 Max -13.7005 -10.3292 99.413 0 0 0
Base 41 317 UDCon6 Min -15.5932 -11.2952 98.3869 0 0 0
Base 41 317 UDCon7 Max -16.9443 -13.5096 118.1553 0 0 0
Base 41 317 UDCon7 Min -19.1524 -14.6366 116.9583 0 0 0
Base 41 317 UDCon8 Max -16.0384 -12.0938 115.9984 0 0 0
Base 41 317 UDCon8 Min -18.2464 -13.2207 114.8014 0 0 0
Base 41 317 UDCon9 Max -16.9443 -13.5096 118.1553 0 0 0
Base 41 317 UDCon9 Min -19.1524 -14.6366 116.9583 0 0 0
Base 41 317 UDCon10 Max -16.0384 -12.0938 115.9984 0 0 0
Base 41 317 UDCon10 Min -18.2464 -13.2207 114.8014 0 0 0
Base 41 317 UDCon11 Max -11.9171 -9.691 84.8758 0 0 0
Base 41 317 UDCon11 Min -14.1252 -10.8179 83.6787 0 0 0
Base 41 317 UDCon12 Max -11.0111 -8.2751 82.7189 0 0 0
Base 41 317 UDCon12 Min -13.2192 -9.4021 81.5218 0 0 0
Base 41 317 UDCon13 Max -11.9171 -9.691 84.8758 0 0 0
Base 41 317 UDCon13 Min -14.1252 -10.8179 83.6787 0 0 0
Base 41 317 UDCon14 Max -11.0111 -8.2751 82.7189 0 0 0Base 41 317 UDCon14 Min -13.2192 -9.4021 81.5218 0 0 0
Base 41 317 UDCon15 Max -19.6643 -11.7526 105.4147 0 0 0
Base 41 317 UDCon15 Min -20.4632 -12.2808 105.2337 0 0 0
Base 41 317 UDCon16 Max -9.607 -10.5571 94.415 0 0 0
Base 41 317 UDCon16 Min -10.4059 -11.0853 94.234 0 0 0
Base 41 317 UDCon17 Max -12.9489 -14.4368 101.265 0 0 0
Base 41 317 UDCon17 Min -13.9478 -15.0969 101.0383 0 0 0
Base 41 317 UDCon18 Max -16.1224 -7.741 98.6104 0 0 0
Base 41 317 UDCon18 Min -17.1214 -8.4011 98.3837 0 0 0
Base 41 317 UDCon19 Max -22.9961 -13.7544 123.0004 0 0 0
Base 41 317 UDCon19 Min -23.9282 -14.3707 122.7892 0 0 0
Base 41 317 UDCon20 Max -11.2626 -12.3596 110.1675 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 41 317 UDCon20 Min -12.1947 -12.9759 109.9563 0 0 0
Base 41 317 UDCon21 Max -15.1614 -16.886 118.1591 0 0 0
Base 41 317 UDCon21 Min -16.3269 -17.6561 117.8946 0 0 0
Base 41 317 UDCon22 Max -18.8639 -9.0742 115.062 0 0 0
Base 41 317 UDCon22 Min -20.0293 -9.8443 114.7976 0 0 0
Base 41 317 UDCon23 Max -17.9689 -9.9358 89.7209 0 0 0
Base 41 317 UDCon23 Min -18.9009 -10.5521 89.5097 0 0 0
Base 41 317 UDCon24 Max -6.2353 -8.541 76.8879 0 0 0
Base 41 317 UDCon24 Min -7.1674 -9.1573 76.6768 0 0 0
Base 41 317 UDCon25 Max -10.1342 -13.0674 84.8795 0 0 0
Base 41 317 UDCon25 Min -11.2996 -13.8375 84.6151 0 0 0
Base 41 317 UDCon26 Max -13.8366 -5.2556 81.7825 0 0 0
Base 41 317 UDCon26 Min -15.0021 -6.0257 81.5181 0 0 0
Base 41 317 UDWal1 -17.5954 -13.3652 116.4783 0 0 0Base 41 317 UDWal2 -17.5332 -13.316 116.4594 0 0 0
Base 41 317 UDWal3 Max -14.4771 -11.5428 101.2618 0 0 0
Base 41 317 UDWal3 Min -16.3697 -12.5087 100.2357 0 0 0
Base 41 317 UDWal4 Max -13.7005 -10.3292 99.413 0 0 0
Base 41 317 UDWal4 Min -15.5932 -11.2952 98.3869 0 0 0
Base 41 317 UDWal5 Max -14.4771 -11.5428 101.2618 0 0 0
Base 41 317 UDWal5 Min -16.3697 -12.5087 100.2357 0 0 0
Base 41 317 UDWal6 Max -13.7005 -10.3292 99.413 0 0 0
Base 41 317 UDWal6 Min -15.5932 -11.2952 98.3869 0 0 0
Base 41 317 UDWal7 Max -16.9443 -13.5096 118.1553 0 0 0
Base 41 317 UDWal7 Min -19.1524 -14.6366 116.9583 0 0 0
Base 41 317 UDWal8 Max -16.0384 -12.0938 115.9984 0 0 0
Base 41 317 UDWal8 Min -18.2464 -13.2207 114.8014 0 0 0
Base 41 317 UDWal9 Max -16.9443 -13.5096 118.1553 0 0 0
Base 41 317 UDWal9 Min -19.1524 -14.6366 116.9583 0 0 0
Base 41 317 UDWal10 Max -16.0384 -12.0938 115.9984 0 0 0
Base 41 317 UDWal10 Min -18.2464 -13.2207 114.8014 0 0 0
Base 41 317 UDWal11 Max -11.9171 -9.691 84.8758 0 0 0
Base 41 317 UDWal11 Min -14.1252 -10.8179 83.6787 0 0 0
Base 41 317 UDWal12 Max -11.0111 -8.2751 82.7189 0 0 0
Base 41 317 UDWal12 Min -13.2192 -9.4021 81.5218 0 0 0
Base 41 317 UDWal13 Max -11.9171 -9.691 84.8758 0 0 0
Base 41 317 UDWal13 Min -14.1252 -10.8179 83.6787 0 0 0Base 41 317 UDWal14 Max -11.0111 -8.2751 82.7189 0 0 0
Base 41 317 UDWal14 Min -13.2192 -9.4021 81.5218 0 0 0
Base 41 317 UDWal15 Max -19.6643 -11.7526 105.4147 0 0 0
Base 41 317 UDWal15 Min -20.4632 -12.2808 105.2337 0 0 0
Base 41 317 UDWal16 Max -9.607 -10.5571 94.415 0 0 0
Base 41 317 UDWal16 Min -10.4059 -11.0853 94.234 0 0 0
Base 41 317 UDWal17 Max -12.9489 -14.4368 101.265 0 0 0
Base 41 317 UDWal17 Min -13.9478 -15.0969 101.0383 0 0 0
Base 41 317 UDWal18 Max -16.1224 -7.741 98.6104 0 0 0
Base 41 317 UDWal18 Min -17.1214 -8.4011 98.3837 0 0 0
Base 41 317 UDWal19 Max -22.9961 -13.7544 123.0004 0 0 0
Base 41 317 UDWal19 Min -23.9282 -14.3707 122.7892 0 0 0
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Analysis Results 19-Jun-2016
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 42 319 UDWal14 Max -3.9999 6.1819 119.5377 0 0 0
Base 42 319 UDWal14 Min -5.6993 2.2147 113.3398 0 0 0
Base 42 319 UDWal15 Max -10.0842 -0.8022 141.2014 0 0 0
Base 42 319 UDWal15 Min -10.8661 -4.256 136.7095 0 0 0
Base 42 319 UDWal16 Max -1.402 7.4608 140.5264 0 0 0
Base 42 319 UDWal16 Min -2.184 4.007 136.0344 0 0 0
Base 42 319 UDWal17 Max -4.7698 -8.7049 126.8487 0 0 0
Base 42 319 UDWal17 Min -5.7476 -13.0216 121.2338 0 0 0
Base 42 319 UDWal18 Max -6.5206 16.2264 156.0021 0 0 0
Base 42 319 UDWal18 Min -7.4983 11.9097 150.3872 0 0 0
Base 42 319 UDWal19 Max -12.0635 -1.1642 162.1805 0 0 0
Base 42 319 UDWal19 Min -12.9757 -5.1937 156.9399 0 0 0
Base 42 319 UDWal20 Max -1.9343 8.476 161.3929 0 0 0
Base 42 319 UDWal20 Min -2.8466 4.4465 156.1523 0 0 0Base 42 319 UDWal21 Max -5.8634 -10.384 145.4356 0 0 0
Base 42 319 UDWal21 Min -7.0041 -15.4202 138.8849 0 0 0
Base 42 319 UDWal22 Max -7.9059 18.7025 179.4479 0 0 0
Base 42 319 UDWal22 Min -9.0466 13.6663 172.8972 0 0 0
Base 42 319 UDWal23 Max -9.9335 -1.6331 116.7044 0 0 0
Base 42 319 UDWal23 Min -10.8457 -5.6626 111.4638 0 0 0
Base 42 319 UDWal24 Max 0.1957 8.0071 115.9168 0 0 0
Base 42 319 UDWal24 Min -0.7166 3.9776 110.6762 0 0 0
Base 42 319 UDWal25 Max -3.7334 -10.8529 99.9595 0 0 0
Base 42 319 UDWal25 Min -4.8741 -15.8891 93.4088 0 0 0
Base 42 319 UDWal26 Max -5.7759 18.2336 133.9718 0 0 0
Base 42 319 UDWal26 Min -6.9166 13.1974 127.4211 0 0 0
Base 43 321 Dead -13.596 5.9174 134.1115 0 0 0
Base 43 321 Live -0.0152 0.054 0.564 0 0 0
Base 43 321 EQX 1 -5.0178 -2.127 -15.8996 0 0 0
Base 43 321 EQX 2 -4.1424 -2.3695 -12.8622 0 0 0
Base 43 321 EQY 1 -0.6959 -5.6273 1.6419 0 0 0
Base 43 321 EQY 2 -1.7902 -5.3234 -2.1546 0 0 0
Base 43 321 WIND-X 1 -1.1494 -0.6025 -3.642 0 0 0
Base 43 321 WIND-X 2 -0.444 -1.8547 -0.1694 0 0 0
Base 43 321 WIND-Y 1 -1.1494 -0.6025 -3.642 0 0 0
Base 43 321 WIND-Y 2 -0.444 -1.8547 -0.1694 0 0 0
Base 43 321 UDCon1 -19.0344 8.2844 187.7562 0 0 0Base 43 321 UDCon2 -19.0587 8.3708 188.6586 0 0 0
Base 43 321 UDCon3 Max -16.8662 6.4427 161.4073 0 0 0
Base 43 321 UDCon3 Min -17.7127 4.9401 157.2403 0 0 0
Base 43 321 UDCon4 Max -14.9542 9.3913 165.981 0 0 0
Base 43 321 UDCon4 Min -15.8007 7.8888 161.814 0 0 0
Base 43 321 UDCon5 Max -16.8662 6.4427 161.4073 0 0 0
Base 43 321 UDCon5 Min -17.7127 4.9401 157.2403 0 0 0
Base 43 321 UDCon6 Max -14.9542 9.3913 165.981 0 0 0
Base 43 321 UDCon6 Min -15.8007 7.8888 161.814 0 0 0
Base 43 321 UDCon7 Max -19.6559 7.4408 187.5189 0 0 0
Base 43 321 UDCon7 Min -20.6435 5.6878 182.6574 0 0 0
Base 43 321 UDCon8 Max -17.4252 10.8809 192.8549 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 43 321 UDCon8 Min -18.4128 9.1279 187.9934 0 0 0
Base 43 321 UDCon9 Max -19.6559 7.4408 187.5189 0 0 0
Base 43 321 UDCon9 Min -20.6435 5.6878 182.6574 0 0 0
Base 43 321 UDCon10 Max -17.4252 10.8809 192.8549 0 0 0
Base 43 321 UDCon10 Min -18.4128 9.1279 187.9934 0 0 0
Base 43 321 UDCon11 Max -14.2175 5.0738 133.8743 0 0 0
Base 43 321 UDCon11 Min -15.2051 3.3209 129.0128 0 0 0
Base 43 321 UDCon12 Max -11.9869 8.5139 139.2103 0 0 0
Base 43 321 UDCon12 Min -12.9744 6.761 134.3488 0 0 0
Base 43 321 UDCon13 Max -14.2175 5.0738 133.8743 0 0 0
Base 43 321 UDCon13 Min -15.2051 3.3209 129.0128 0 0 0
Base 43 321 UDCon14 Max -11.9869 8.5139 139.2103 0 0 0
Base 43 321 UDCon14 Min -12.9744 6.761 134.3488 0 0 0
Base 43 321 UDCon15 Max -21.3043 4.6133 146.176 0 0 0Base 43 321 UDCon15 Min -22.3548 4.3223 142.5312 0 0 0
Base 43 321 UDCon16 Max -10.3121 10.0092 180.6902 0 0 0
Base 43 321 UDCon16 Min -11.3626 9.7181 177.0453 0 0 0
Base 43 321 UDCon17 Max -17.1685 0.7776 163.5809 0 0 0
Base 43 321 UDCon17 Min -18.4817 0.413 159.0252 0 0 0
Base 43 321 UDCon18 Max -14.1852 13.9185 164.1961 0 0 0
Base 43 321 UDCon18 Min -15.4983 13.5538 159.6404 0 0 0
Base 43 321 UDCon19 Max -24.8337 5.3066 169.749 0 0 0
Base 43 321 UDCon19 Min -26.0593 4.967 165.4967 0 0 0
Base 43 321 UDCon20 Max -12.0094 11.6017 210.0156 0 0 0
Base 43 321 UDCon20 Min -13.235 11.2622 205.7633 0 0 0
Base 43 321 UDCon21 Max -20.0087 0.8316 190.0548 0 0 0
Base 43 321 UDCon21 Min -21.5406 0.4062 184.7397 0 0 0
Base 43 321 UDCon22 Max -16.5281 16.1626 190.7726 0 0 0
Base 43 321 UDCon22 Min -18.0601 15.7372 185.4575 0 0 0
Base 43 321 UDCon23 Max -19.3953 2.9396 116.1044 0 0 0
Base 43 321 UDCon23 Min -20.6209 2.6001 111.8521 0 0 0
Base 43 321 UDCon24 Max -6.5711 9.2348 156.3709 0 0 0
Base 43 321 UDCon24 Min -7.7966 8.8952 152.1187 0 0 0
Base 43 321 UDCon25 Max -14.5703 -1.5354 136.4102 0 0 0
Base 43 321 UDCon25 Min -16.1023 -1.9608 131.0951 0 0 0
Base 43 321 UDCon26 Max -11.0897 13.7956 137.1279 0 0 0
Base 43 321 UDCon26 Min -12.6217 13.3702 131.8129 0 0 0Base 43 321 UDWal1 -19.0344 8.2844 187.7562 0 0 0
Base 43 321 UDWal2 -19.0587 8.3708 188.6586 0 0 0
Base 43 321 UDWal3 Max -16.8662 6.4427 161.4073 0 0 0
Base 43 321 UDWal3 Min -17.7127 4.9401 157.2403 0 0 0
Base 43 321 UDWal4 Max -14.9542 9.3913 165.981 0 0 0
Base 43 321 UDWal4 Min -15.8007 7.8888 161.814 0 0 0
Base 43 321 UDWal5 Max -16.8662 6.4427 161.4073 0 0 0
Base 43 321 UDWal5 Min -17.7127 4.9401 157.2403 0 0 0
Base 43 321 UDWal6 Max -14.9542 9.3913 165.981 0 0 0
Base 43 321 UDWal6 Min -15.8007 7.8888 161.814 0 0 0
Base 43 321 UDWal7 Max -19.6559 7.4408 187.5189 0 0 0
Base 43 321 UDWal7 Min -20.6435 5.6878 182.6574 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 43 321 UDWal8 Max -17.4252 10.8809 192.8549 0 0 0
Base 43 321 UDWal8 Min -18.4128 9.1279 187.9934 0 0 0
Base 43 321 UDWal9 Max -19.6559 7.4408 187.5189 0 0 0
Base 43 321 UDWal9 Min -20.6435 5.6878 182.6574 0 0 0
Base 43 321 UDWal10 Max -17.4252 10.8809 192.8549 0 0 0
Base 43 321 UDWal10 Min -18.4128 9.1279 187.9934 0 0 0
Base 43 321 UDWal11 Max -14.2175 5.0738 133.8743 0 0 0
Base 43 321 UDWal11 Min -15.2051 3.3209 129.0128 0 0 0
Base 43 321 UDWal12 Max -11.9869 8.5139 139.2103 0 0 0
Base 43 321 UDWal12 Min -12.9744 6.761 134.3488 0 0 0
Base 43 321 UDWal13 Max -14.2175 5.0738 133.8743 0 0 0
Base 43 321 UDWal13 Min -15.2051 3.3209 129.0128 0 0 0
Base 43 321 UDWal14 Max -11.9869 8.5139 139.2103 0 0 0
Base 43 321 UDWal14 Min -12.9744 6.761 134.3488 0 0 0Base 43 321 UDWal15 Max -21.3043 4.6133 146.176 0 0 0
Base 43 321 UDWal15 Min -22.3548 4.3223 142.5312 0 0 0
Base 43 321 UDWal16 Max -10.3121 10.0092 180.6902 0 0 0
Base 43 321 UDWal16 Min -11.3626 9.7181 177.0453 0 0 0
Base 43 321 UDWal17 Max -17.1685 0.7776 163.5809 0 0 0
Base 43 321 UDWal17 Min -18.4817 0.413 159.0252 0 0 0
Base 43 321 UDWal18 Max -14.1852 13.9185 164.1961 0 0 0
Base 43 321 UDWal18 Min -15.4983 13.5538 159.6404 0 0 0
Base 43 321 UDWal19 Max -24.8337 5.3066 169.749 0 0 0
Base 43 321 UDWal19 Min -26.0593 4.967 165.4967 0 0 0
Base 43 321 UDWal20 Max -12.0094 11.6017 210.0156 0 0 0
Base 43 321 UDWal20 Min -13.235 11.2622 205.7633 0 0 0
Base 43 321 UDWal21 Max -20.0087 0.8316 190.0548 0 0 0
Base 43 321 UDWal21 Min -21.5406 0.4062 184.7397 0 0 0
Base 43 321 UDWal22 Max -16.5281 16.1626 190.7726 0 0 0
Base 43 321 UDWal22 Min -18.0601 15.7372 185.4575 0 0 0
Base 43 321 UDWal23 Max -19.3953 2.9396 116.1044 0 0 0
Base 43 321 UDWal23 Min -20.6209 2.6001 111.8521 0 0 0
Base 43 321 UDWal24 Max -6.5711 9.2348 156.3709 0 0 0
Base 43 321 UDWal24 Min -7.7966 8.8952 152.1187 0 0 0
Base 43 321 UDWal25 Max -14.5703 -1.5354 136.4102 0 0 0
Base 43 321 UDWal25 Min -16.1023 -1.9608 131.0951 0 0 0
Base 43 321 UDWal26 Max -11.0897 13.7956 137.1279 0 0 0Base 43 321 UDWal26 Min -12.6217 13.3702 131.8129 0 0 0
Base 44 323 Dead 0.0233 -3.8612 27.2226 0 0 0
Base 44 323 Live -0.0783 0.0175 -0.1185 0 0 0
Base 44 323 EQX 1 -27.7456 1.6964 -7.6878 0 0 0
Base 44 323 EQX 2 -20.3851 0.4249 -5.0931 0 0 0
Base 44 323 EQY 1 -2.4357 -5.1718 1.6917 0 0 0
Base 44 323 EQY 2 -11.6364 -3.5816 -1.5512 0 0 0
Base 44 323 WIND-X 1 -5.9221 0.2037 -1.5741 0 0 0
Base 44 323 WIND-X 2 -2.5516 -1.4217 -0.0545 0 0 0
Base 44 323 WIND-Y 1 -5.9221 0.2037 -1.5741 0 0 0
Base 44 323 WIND-Y 2 -2.5516 -1.4217 -0.0545 0 0 0
Base 44 323 UDCon1 0.0326 -5.4057 38.1116 0 0 0
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Table 5.6 - Joint Reactions (continued)
StoryJoint
Label
Unique
Name
Load
Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 90 457 UDWal20 Min 1.6467 23.9907 167.9082 0 0 0
Base 90 457 UDWal21 Max 0.7872 19.2045 152.1206 0 0 0
Base 90 457 UDWal21 Min -2.768 18.2197 147.1539 0 0 0
Base 90 457 UDWal22 Max -3.5129 28.6864 159.5289 0 0 0
Base 90 457 UDWal22 Min -7.0681 27.7016 154.5622 0 0 0
Base 90 457 UDWal23 Max -7.0303 16.2145 94.9628 0 0 0
Base 90 457 UDWal23 Min -9.8735 15.4264 90.9942 0 0 0
Base 90 457 UDWal24 Max 5.3872 18.0779 128.065 0 0 0
Base 90 457 UDWal24 Min 2.544 17.2898 124.0963 0 0 0
Base 90 457 UDWal25 Max 1.6845 12.5037 108.3088 0 0 0
Base 90 457 UDWal25 Min -1.8707 11.5188 103.3421 0 0 0
Base 90 457 UDWal26 Max -2.6156 21.9855 115.717 0 0 0
Base 90 457 UDWal26 Min -6.1708 21.0007 110.7504 0 0 0
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6 Design Data
This chapter provides design data and results.
6.1 Concrete Frame Design
Table 6.1 - Concrete Frame Preferences - BS 8110-97
Item Value
Multi-Response Design Step-by-Step - All
# Interaction Curves 24
# Interaction Points 11
Minimum Eccentr icity Yes
Gamma (Steel) 1.15
Gamma (Concrete) 1.5
Gamma (Concrete Shear) 1.25
Pattern Live Load Factor 0.75
D/C Ratio Limit 1
Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 1 of 2)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor BetaMajor BetaMinor
TOP C18 127 Column Program Determined 1 0.867725 0.867725 1 1
TOP C19 134 Column Program Determined 1 0.867725 0.867725 1 1
TOP C21 148 Column Program Determined 1 0.867725 0.867725 1 1
TOP C22 155 Column Program Determined 1 0.867725 0.867725 1 1
ROOF C1 2 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C2 9 Column Program Determined 1 1 1 1 1
ROOF C3 16 Column Program Determined 1 1 1 1 1
ROOF C4 23 Column Program Determined 1 1 1 1 1
ROOF C5 30 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C6 37 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C7 44 Column Program Determined 1 1 1 1 1
ROOF C8 51 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C9 58 Column Program Determined 1 1 1 1 1
ROOF C10 65 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C11 72 Column Program Determined 1 1 1 1 1
ROOF C12 79 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C13 86 Column Program Determined 1 1 1 1 1
ROOF C14 93 Column Program Determined 1 1 1 1 1
ROOF C15 114 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C16 107 Column Program Determined 1 1 1 1 1
ROOF C17 121 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C18 128 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C19 135 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C20 142 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C21 149 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C22 156 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C23 163 Column Program Determined 1 0.886878 0.886878 1 1
ROOF C24 170 Column Program Determined 1 0.886878 0.886878 1 1
4TH C1 3 Column Program Determined 1 0.886878 0.886878 1 1
4TH C2 10 Column Program Determined 1 1 1 1 1
4TH C3 17 Column Program Determined 1 1 1 1 1
4TH C4 24 Column Program Determined 1 1 1 1 1
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Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor BetaMajor BetaMinor
4TH C5 31 Column Program Determined 1 0.886878 0.886878 1 1
4TH C6 38 Column Program Determined 1 0.886878 0.886878 1 1
4TH C7 45 Column Program Determined 1 1 1 1 1
4TH C8 52 Column Program Determined 1 0.886878 0.886878 1 1
4TH C9 59 Column Program Determined 1 1 1 1 1
4TH C10 66 Column Program Determined 1 0.886878 0.886878 1 1
4TH C11 73 Column Program Determined 1 1 1 1 1
4TH C12 80 Column Program Determined 1 0.886878 0.886878 1 1
4TH C13 87 Column Program Determined 1 1 1 1 1
4TH C14 94 Column Program Determined 1 1 1 1 1
4TH C15 115 Column Program Determined 1 0.886878 0.886878 1 1
4TH C16 108 Column Program Determined 1 1 1 1 1
4TH C17 122 Column Program Determined 1 0.886878 0.886878 1 1
4TH C18 129 Column Program Determined 1 0.886878 0.886878 1 14TH C19 136 Column Program Determined 1 0.886878 0.886878 1 1
4TH C20 143 Column Program Determined 1 0.886878 0.886878 1 1
4TH C21 150 Column Program Determined 1 0.886878 0.886878 1 1
4TH C22 157 Column Program Determined 1 0.886878 0.886878 1 1
4TH C23 164 Column Program Determined 1 0.886878 0.886878 1 1
4TH C24 171 Column Program Determined 1 0.886878 0.886878 1 1
3RD C1 4 Column Program Determined 1 0.886878 0.886878 1 1
3RD C2 11 Column Program Determined 1 1 1 1 1
3RD C3 18 Column Program Determined 1 1 1 1 1
3RD C4 25 Column Program Determined 1 1 1 1 1
3RD C5 32 Column Program Determined 1 0.886878 0.886878 1 1
3RD C6 39 Column Program Determined 1 0.886878 0.886878 1 1
3RD C7 46 Column Program Determined 1 1 1 1 1
3RD C8 53 Column Program Determined 1 0.886878 0.886878 1 1
3RD C9 60 Column Program Determined 1 1 1 1 1
3RD C10 67 Column Program Determined 1 0.886878 0.886878 1 1
3RD C11 74 Column Program Determined 1 1 1 1 1
3RD C12 81 Column Program Determined 1 0.886878 0.886878 1 1
3RD C13 88 Column Program Determined 1 1 1 1 1
3RD C14 95 Column Program Determined 1 1 1 1 1
3RD C15 116 Column Program Determined 1 0.886878 0.886878 1 1
3RD C16 109 Column Program Determined 1 1 1 1 1
3RD C17 123 Column Program Determined 1 0.886878 0.886878 1 13RD C18 130 Column Program Determined 1 0.886878 0.886878 1 1
3RD C19 137 Column Program Determined 1 0.886878 0.886878 1 1
3RD C20 144 Column Program Determined 1 0.886878 0.886878 1 1
3RD C21 151 Column Program Determined 1 0.886878 0.886878 1 1
3RD C22 158 Column Program Determined 1 0.886878 0.886878 1 1
3RD C23 165 Column Program Determined 1 0.886878 0.886878 1 1
3RD C24 172 Column Program Determined 1 0.886878 0.886878 1 1
2ND C1 5 Column Program Determined 1 0.886878 0.886878 1 1
2ND C2 12 Column Program Determined 1 1 1 1 1
2ND C3 19 Column Program Determined 1 1 1 1 1
2ND C4 26 Column Program Determined 1 1 1 1 1
2ND C5 33 Column Program Determined 1 0.886878 0.886878 1 1
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Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor BetaMajor BetaMinor
TIES C7 49 Column Program Determined 1 0.583333 0.583333 1 1
TIES C8 56 Column Program Determined 1 0.583333 0.583333 1 1
TIES C9 63 Column Program Determined 1 0.583333 0.583333 1 1
TIES C10 70 Column Program Determined 1 0.583333 0.583333 1 1
TIES C11 77 Column Program Determined 1 0.583333 0.583333 1 1
TIES C12 84 Column Program Determined 1 0.583333 0.583333 1 1
TIES C13 91 Column Program Determined 1 0.583333 0.583333 1 1
TIES C14 98 Column Program Determined 1 0.583333 0.583333 1 1
TIES C15 119 Column Program Determined 1 0.583333 0.583333 1 1
TIES C16 112 Column Program Determined 1 0.583333 0.583333 1 1
TIES C17 126 Column Program Determined 1 0.583333 0.583333 1 1
TIES C18 133 Column Program Determined 1 0.583333 0.583333 1 1
TIES C19 140 Column Program Determined 1 0.583333 0.583333 1 1
TIES C20 147 Column Program Determined 1 0.583333 0.583333 1 1TIES C21 154 Column Program Determined 1 0.583333 0.583333 1 1
TIES C22 161 Column Program Determined 1 0.583333 0.583333 1 1
TIES C23 168 Column Program Determined 1 0.583333 0.583333 1 1
TIES C24 175 Column Program Determined 1 0.583333 0.583333 1 1
TIES C25 176 Column Program Determined 1 0.583333 0.583333 1 1
TIES C26 177 Column Program Determined 1 0.583333 0.583333 1 1
TIES C27 178 Column Program Determined 1 0.583333 0.583333 1 1
TIES C28 179 Column Program Determined 1 0.583333 0.583333 1 1
TIES C29 180 Column Program Determined 1 0.583333 0.583333 1 1
TIES C30 181 Column Program Determined 1 0.583333 0.583333 1 1
TIES C31 162 Column Program Determined 1 0.583333 0.583333 1 1
Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 2 of 2)
Story LabelUnique
NameCmMajor CmMinor DnsMajor DnsMinor DsMajor DsMinor
TOP C18 127 1 1 1 1 1 1
TOP C19 134 1 1 1 1 1 1
TOP C21 148 1 1 1 1 1 1
TOP C22 155 1 1 1 1 1 1
ROOF C1 2 1 1 1 1 1 1
ROOF C2 9 1 1 1 1 1 1
ROOF C3 16 1 1 1 1 1 1
ROOF C4 23 1 1 1 1 1 1ROOF C5 30 1 1 1 1 1 1
ROOF C6 37 1 1 1 1 1 1
ROOF C7 44 1 1 1 1 1 1
ROOF C8 51 1 1 1 1 1 1
ROOF C9 58 1 1 1 1 1 1
ROOF C10 65 1 1 1 1 1 1
ROOF C11 72 1 1 1 1 1 1
ROOF C12 79 1 1 1 1 1 1
ROOF C13 86 1 1 1 1 1 1
ROOF C14 93 1 1 1 1 1 1
ROOF C15 114 1 1 1 1 1 1
ROOF C16 107 1 1 1 1 1 1
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Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
NameCmMajor CmMinor DnsMajor DnsMinor DsMajor DsMinor
ROOF C17 121 1 1 1 1 1 1
ROOF C18 128 1 1 1 1 1 1
ROOF C19 135 1 1 1 1 1 1
ROOF C20 142 1 1 1 1 1 1
ROOF C21 149 1 1 1 1 1 1
ROOF C22 156 1 1 1 1 1 1
ROOF C23 163 1 1 1 1 1 1
ROOF C24 170 1 1 1 1 1 1
4TH C1 3 1 1 1 1 1 1
4TH C2 10 1 1 1 1 1 1
4TH C3 17 1 1 1 1 1 1
4TH C4 24 1 1 1 1 1 1
4TH C5 31 1 1 1 1 1 1
4TH C6 38 1 1 1 1 1 14TH C7 45 1 1 1 1 1 1
4TH C8 52 1 1 1 1 1 1
4TH C9 59 1 1 1 1 1 1
4TH C10 66 1 1 1 1 1 1
4TH C11 73 1 1 1 1 1 1
4TH C12 80 1 1 1 1 1 1
4TH C13 87 1 1 1 1 1 1
4TH C14 94 1 1 1 1 1 1
4TH C15 115 1 1 1 1 1 1
4TH C16 108 1 1 1 1 1 1
4TH C17 122 1 1 1 1 1 1
4TH C18 129 1 1 1 1 1 1
4TH C19 136 1 1 1 1 1 1
4TH C20 143 1 1 1 1 1 1
4TH C21 150 1 1 1 1 1 1
4TH C22 157 1 1 1 1 1 1
4TH C23 164 1 1 1 1 1 1
4TH C24 171 1 1 1 1 1 1
3RD C1 4 1 1 1 1 1 1
3RD C2 11 1 1 1 1 1 1
3RD C3 18 1 1 1 1 1 1
3RD C4 25 1 1 1 1 1 1
3RD C5 32 1 1 1 1 1 13RD C6 39 1 1 1 1 1 1
3RD C7 46 1 1 1 1 1 1
3RD C8 53 1 1 1 1 1 1
3RD C9 60 1 1 1 1 1 1
3RD C10 67 1 1 1 1 1 1
3RD C11 74 1 1 1 1 1 1
3RD C12 81 1 1 1 1 1 1
3RD C13 88 1 1 1 1 1 1
3RD C14 95 1 1 1 1 1 1
3RD C15 116 1 1 1 1 1 1
3RD C16 109 1 1 1 1 1 1
3RD C17 123 1 1 1 1 1 1
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Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
NameCmMajor CmMinor DnsMajor DnsMinor DsMajor DsMinor
3RD C18 130 1 1 1 1 1 1
3RD C19 137 1 1 1 1 1 1
3RD C20 144 1 1 1 1 1 1
3RD C21 151 1 1 1 1 1 1
3RD C22 158 1 1 1 1 1 1
3RD C23 165 1 1 1 1 1 1
3RD C24 172 1 1 1 1 1 1
2ND C1 5 1 1 1 1 1 1
2ND C2 12 1 1 1 1 1 1
2ND C3 19 1 1 1 1 1 1
2ND C4 26 1 1 1 1 1 1
2ND C5 33 1 1 1 1 1 1
2ND C6 40 1 1 1 1 1 1
2ND C7 47 1 1 1 1 1 12ND C8 54 1 1 1 1 1 1
2ND C9 61 1 1 1 1 1 1
2ND C10 68 1 1 1 1 1 1
2ND C11 75 1 1 1 1 1 1
2ND C12 82 1 1 1 1 1 1
2ND C13 89 1 1 1 1 1 1
2ND C14 96 1 1 1 1 1 1
2ND C15 117 1 1 1 1 1 1
2ND C16 110 1 1 1 1 1 1
2ND C17 124 1 1 1 1 1 1
2ND C18 131 1 1 1 1 1 1
2ND C19 138 1 1 1 1 1 1
2ND C20 145 1 1 1 1 1 1
2ND C21 152 1 1 1 1 1 1
2ND C22 159 1 1 1 1 1 1
2ND C23 166 1 1 1 1 1 1
2ND C24 173 1 1 1 1 1 1
1ST C1 6 1 1 1 1 1 1
1ST C2 13 1 1 1 1 1 1
1ST C3 20 1 1 1 1 1 1
1ST C4 27 1 1 1 1 1 1
1ST C5 34 1 1 1 1 1 1
1ST C6 41 1 1 1 1 1 11ST C7 48 1 1 1 1 1 1
1ST C8 55 1 1 1 1 1 1
1ST C9 62 1 1 1 1 1 1
1ST C10 69 1 1 1 1 1 1
1ST C11 76 1 1 1 1 1 1
1ST C12 83 1 1 1 1 1 1
1ST C13 90 1 1 1 1 1 1
1ST C14 97 1 1 1 1 1 1
1ST C15 118 1 1 1 1 1 1
1ST C16 111 1 1 1 1 1 1
1ST C17 125 1 1 1 1 1 1
1ST C18 132 1 1 1 1 1 1
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Table 6.2 - Concrete Column Overwrites - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
NameCmMajor CmMinor DnsMajor DnsMinor DsMajor DsMinor
1ST C19 139 1 1 1 1 1 1
1ST C20 146 1 1 1 1 1 1
1ST C21 153 1 1 1 1 1 1
1ST C22 160 1 1 1 1 1 1
1ST C23 167 1 1 1 1 1 1
1ST C24 174 1 1 1 1 1 1
TIES C1 7 1 1 1 1 1 1
TIES C2 14 1 1 1 1 1 1
TIES C3 21 1 1 1 1 1 1
TIES C4 28 1 1 1 1 1 1
TIES C5 35 1 1 1 1 1 1
TIES C6 42 1 1 1 1 1 1
TIES C7 49 1 1 1 1 1 1
TIES C8 56 1 1 1 1 1 1TIES C9 63 1 1 1 1 1 1
TIES C10 70 1 1 1 1 1 1
TIES C11 77 1 1 1 1 1 1
TIES C12 84 1 1 1 1 1 1
TIES C13 91 1 1 1 1 1 1
TIES C14 98 1 1 1 1 1 1
TIES C15 119 1 1 1 1 1 1
TIES C16 112 1 1 1 1 1 1
TIES C17 126 1 1 1 1 1 1
TIES C18 133 1 1 1 1 1 1
TIES C19 140 1 1 1 1 1 1
TIES C20 147 1 1 1 1 1 1
TIES C21 154 1 1 1 1 1 1
TIES C22 161 1 1 1 1 1 1
TIES C23 168 1 1 1 1 1 1
TIES C24 175 1 1 1 1 1 1
TIES C25 176 1 1 1 1 1 1
TIES C26 177 1 1 1 1 1 1
TIES C27 178 1 1 1 1 1 1
TIES C28 179 1 1 1 1 1 1
TIES C29 180 1 1 1 1 1 1
TIES C30 181 1 1 1 1 1 1
TIES C31 162 1 1 1 1 1 1
Table 6.3 - Concrete Beam Overwrites - BS 8110-97
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor
TOP B11 29 Beam Program Determined 1 0.834023 0.834023
TOP B14 1 Beam Program Determined 1 0.895179 0.895179
TOP B15 43 Beam Program Determined 1 0.907407 0.907407
TOP B16 8 Beam Program Determined 1 0.005 0.005
TOP B17 15 Beam Program Determined 1 1 1
TOP B18 22 Beam Program Determined 1 0.005 0.005
TOP B19 36 Beam Program Determined 1 0.502857 0.502857
ROOF B1 182 Beam Program Determined 1 0.890945 0.890945
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Table 6.3 - Concrete Beam Overwrites - BS 8110-97 (continued)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor
ROOF B2 187 Beam Program Determined 1 0.850155 0.850155
ROOF B3 192 Beam Program Determined 1 0.799247 0.799247
ROOF B4 197 Beam Program Determined 1 0.851343 0.746269
ROOF B5 202 Beam Program Determined 1 0.95092 0.95092
ROOF B6 207 Beam Program Determined 1 0.938596 0.938596
ROOF B7 212 Beam Program Determined 1 0.865511 0.865511
ROOF B8 217 Beam Program Determined 1 0.829867 0.829867
ROOF B9 222 Beam Program Determined 1 0.715462 0.715462
ROOF B10 227 Beam Program Determined 1 0.915692 0.915692
ROOF B11 232 Beam Program Determined 1 0.827931 0.827931
ROOF B12 242 Beam Program Determined 1 0.831182 0.831182
ROOF B13 247 Beam Program Determined 1 0.925926 0.925926
ROOF B14 252 Beam Program Determined 1 0.894538 0.894538
ROOF B15 257 Beam Program Determined 1 0.907407 0.9074074TH B1 183 Beam Program Determined 1 0.890945 0.890945
4TH B2 188 Beam Program Determined 1 0.850155 0.850155
4TH B3 193 Beam Program Determined 1 0.799247 0.799247
4TH B4 198 Beam Program Determined 1 0.851343 0.746269
4TH B5 203 Beam Program Determined 1 0.95092 0.95092
4TH B6 208 Beam Program Determined 1 0.938596 0.938596
4TH B7 213 Beam Program Determined 1 0.865511 0.865511
4TH B8 218 Beam Program Determined 1 0.829867 0.829867
4TH B9 223 Beam Program Determined 1 0.715462 0.715462
4TH B10 228 Beam Program Determined 1 0.915692 0.915692
4TH B11 233 Beam Program Determined 1 0.827931 0.827931
4TH B12 243 Beam Program Determined 1 0.831182 0.831182
4TH B13 248 Beam Program Determined 1 0.925926 0.925926
4TH B14 253 Beam Program Determined 1 0.894538 0.894538
4TH B15 258 Beam Program Determined 1 0.907407 0.907407
3RD B1 184 Beam Program Determined 1 0.890945 0.890945
3RD B2 189 Beam Program Determined 1 0.850155 0.850155
3RD B3 194 Beam Program Determined 1 0.799247 0.799247
3RD B4 199 Beam Program Determined 1 0.851343 0.746269
3RD B5 204 Beam Program Determined 1 0.95092 0.95092
3RD B6 209 Beam Program Determined 1 0.938596 0.938596
3RD B7 214 Beam Program Determined 1 0.865511 0.865511
3RD B8 219 Beam Program Determined 1 0.829867 0.8298673RD B9 224 Beam Program Determined 1 0.715462 0.715462
3RD B10 229 Beam Program Determined 1 0.915692 0.915692
3RD B11 234 Beam Program Determined 1 0.827931 0.827931
3RD B12 244 Beam Program Determined 1 0.831182 0.831182
3RD B13 249 Beam Program Determined 1 0.925926 0.925926
3RD B14 254 Beam Program Determined 1 0.894538 0.894538
3RD B15 259 Beam Program Determined 1 0.907407 0.907407
2ND B1 185 Beam Program Determined 1 0.890945 0.890945
2ND B2 190 Beam Program Determined 1 0.850155 0.850155
2ND B3 195 Beam Program Determined 1 0.799247 0.799247
2ND B4 200 Beam Program Determined 1 0.851343 0.746269
2ND B5 205 Beam Program Determined 1 0.95092 0.95092
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Table 6.3 - Concrete Beam Overwrites - BS 8110-97 (continued)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor
2ND B6 210 Beam Program Determined 1 0.938596 0.938596
2ND B7 215 Beam Program Determined 1 0.865511 0.865511
2ND B8 220 Beam Program Determined 1 0.829867 0.829867
2ND B9 225 Beam Program Determined 1 0.715462 0.715462
2ND B10 230 Beam Program Determined 1 0.915692 0.915692
2ND B11 235 Beam Program Determined 1 0.827931 0.827931
2ND B12 245 Beam Program Determined 1 0.831182 0.831182
2ND B13 250 Beam Program Determined 1 0.925926 0.925926
2ND B14 255 Beam Program Determined 1 0.894538 0.894538
2ND B15 260 Beam Program Determined 1 0.907407 0.907407
1ST B1 186 Beam Program Determined 1 0.890945 0.890945
1ST B2 191 Beam Program Determined 1 0.850155 0.850155
1ST B3 196 Beam Program Determined 1 0.799247 0.799247
1ST B4 201 Beam Program Determined 1 0.851343 0.7462691ST B5 206 Beam Program Determined 1 0.95092 0.95092
1ST B6 211 Beam Program Determined 1 0.938596 0.938596
1ST B7 216 Beam Program Determined 1 0.865511 0.865511
1ST B8 221 Beam Program Determined 1 0.829867 0.829867
1ST B9 226 Beam Program Determined 1 0.715462 0.715462
1ST B10 231 Beam Program Determined 1 0.915692 0.915692
1ST B11 236 Beam Program Determined 1 0.827931 0.827931
1ST B12 246 Beam Program Determined 1 0.831182 0.831182
1ST B13 251 Beam Program Determined 1 0.925926 0.925926
1ST B14 256 Beam Program Determined 1 0.894538 0.894538
1ST B15 261 Beam Program Determined 1 0.907407 0.907407
TIES B1 50 Beam Program Determined 1 0.855721 0.482587
TIES B2 57 Beam Program Determined 1 0.849741 0.642487
TIES B3 64 Beam Program Determined 1 0.784946 0.784946
TIES B4 71 Beam Program Determined 1 0.80597 0.746269
TIES B6 85 Beam Program Determined 1 0.938596 0.938596
TIES B7 92 Beam Program Determined 1 0.863636 0.863636
TIES B8 99 Beam Program Determined 1 0.813333 0.733333
TIES B9 100 Beam Program Determined 1 0.705882 0.705882
TIES B10 101 Beam Program Determined 1 0.9 0.9
TIES B11 102 Beam Program Determined 1 0.827586 0.827586
TIES B12 103 Beam Program Determined 1 0.82716 0.82716
TIES B13 104 Beam Program Determined 1 0.925926 0.925926TIES B14 105 Beam Program Determined 1 0.892308 0.323186
TIES B15 106 Beam Program Determined 1 0.907407 0.907407
TIES B20 78 Beam Program Determined 1 0.936709 0.936709
TIES B21 113 Beam Program Determined 1 0.916667 0.916667
TIES B22 120 Beam Program Determined 1 0.952004 0.952004
TIES B23 141 Beam Program Determined 1 0.971475 0.971475
TIES B24 169 Beam Program Determined 1 0.968175 0.968175
TIES B25 237 Beam Program Determined 1 0.833333 0.833333
TIES B26 238 Beam Program Determined 1 0.957447 0.957447
TIES B27 239 Beam Program Determined 1 0.959184 0.959184
TIES B28 240 Beam Program Determined 1 0.823529 0.823529
TIES B29 241 Beam Program Determined 1 0.835443 0.531646
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Table 6.3 - Concrete Beam Overwrites - BS 8110-97 (continued)
Story LabelUnique
Name
Design
TypeDesign Section LLRF LMajor LMinor
TIES B30 262 Beam Program Determined 1 0.959184 0.959184
TIES B31 263 Beam Program Determined 1 0.979592 0.979592
TIES B32 264 Beam Program Determined 1 0.916667 0.916667
TIES B33 265 Beam Program Determined 1 0.971429 0.971429
TIES B34 266 Beam Program Determined 1 1 1
TIES B35 267 Beam Program Determined 1 0.921875 0.609375
TIES B36 268 Beam Program Determined 1 0.935185 0.759259
TIES B37 269 Beam Program Determined 1 0.946667 0.866667
TIES B38 270 Beam Program Determined 1 0.818182 0.818182
TIES B39 271 Beam Program Determined 1 0.880952 0.880952
TIES B40 272 Beam Program Determined 1 1 1
TIES B41 273 Beam Program Determined 1 1 1
TIES B42 274 Beam Program Determined 1 0.910714 0.910714
TIES B43 275 Beam Program Determined 1 0.934066 0.934066TIES B44 276 Beam Program Determined 1 0.978723 0.510638
TIES B45 277 Beam Program Determined 1 0.865979 0.865979
TIES B46 278 Beam Program Determined 1 0.969231 0.723077
TIES B47 279 Beam Program Determined 1 0.90566 0.90566
TIES B48 280 Beam Program Determined 1 0.803922 0.509942
TIES B49 281 Beam Program Determined 1 0.966216 0.432432
TIES B50 282 Beam Program Determined 1 0.96875 0.96875
TIES B51 283 Beam Program Determined 1 0.907407 0.490741
TIES B52 284 Beam Program Determined 1 0.814815 0.685185
TIES B53 285 Beam Program Determined 1 0.920455 0.920455
TIES B54 286 Beam Program Determined 1 0.96875 0.96875
TIES B55 287 Beam Program Determined 1 0.964912 0.964912
TIES B56 288 Beam Program Determined 1 0.912281 0.912281
TIES B57 289 Beam Program Determined 1 0.97379 0.97379
TIES B58 290 Beam Program Determined 1 0.970675 0.970675
TIES B59 291 Beam Program Determined 1 0.962786 0.962786
TIES B60 292 Beam Program Determined 1 0.971014 0.507246
TIES B61 293 Beam Program Determined 1 0.948602 0.797476
TIES B62 294 Beam Program Determined 1 1 1
TIES B63 295 Beam Program Determined 1 0.954738 0.954738
TIES B64 296 Beam Program Determined 1 0.976913 0.976913
TIES B65 297 Beam Program Determined 1 0.906255 0.906255
TIES B66 298 Beam Program Determined 1 0.954082 0.954082TIES B67 299 Beam Program Determined 1 0.916667 0.916667
TIES B68 300 Beam Program Determined 1 1 1
Table 6.4 - Concrete Column PMM Envelope
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C18 TOP C20X100 Top 153.9822 57.6616 76.7813 UDCon22 1.5 %
C18 TOP C20X100 Bottom 175.5976 65.6087 -114.3441 UDCon22 2.43 %
C19 TOP C40X50 Top -34.663 -102.877 8.0332 UDCon25 0.82 %C19 TOP C40X50 Bottom -19.2234 197.9013 4.857 UDCon25 1.4 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C21 TOP C20X100 Top -13.9347 41.7271 63.4241 UDCon26 1.35 %
C21 TOP C20X100 Bottom 1.5048 -69.5653 -96.2079 UDCon26 2.15 %
C22 TOP C20X100 Top 164.5964 -14.794 -60.6926 UDCon21 0.9 %
C22 TOP C20X100 Bottom 186.2118 72.5147 77.9027 UDCon21 1.52 %
C1 ROOF C20X100 Top 166.8959 6.7528 -66.7378 UDCon20 1.08 %
C1 ROOF C20X100 Bottom 192.729 -4.6068 75.3541 UDCon20 1.3 %
C2 ROOF C20X100 Top 361.234 18.866 -72.978 UDCon20 0.96 %
C2 ROOF C20X100 Bottom 390.3621 -13.768 65.1129 UDCon20 0.83 %
C3 ROOF C20X100 Top 242.6092 49.7795 109.2206 UDCon19 2.15 %
C3 ROOF C20X100 Bottom 271.7373 -39.7675 -101.8687 UDCon19 1.83 %
C4 ROOF C20X100 Top 299.9743 -25.2804 89.853 UDCon19 1.57 %
C4 ROOF C20X100 Bottom 246.8952 15.23 -78.7095 UDCon23 1.35 %
C5 ROOF C20X100 Top 163.158 3.2632 59.9749 UDCon19 0.89 %
C5 ROOF C20X100 Bottom 188.991 -4.1374 -69.0159 UDCon19 1.11 %
C6 ROOF C20X100 Top 169.4907 85.2744 -73.8274 UDCon20 1.47 %
C6 ROOF C20X100 Bottom 198.0938 -55.3816 87.9342 UDCon20 1.68 %
C7 ROOF C40X50 Top 198.5091 -27.6053 129.7698 UDCon26 0.88 %
C7 ROOF C40X50 Bottom 219.3149 21.867 -99.1553 UDCon26 0.74 %
C8 ROOF C40X50 Top 160.4895 -49.9755 177.2376 UDCon22 1.48 %
C8 ROOF C40X50 Bottom 186.3225 52.3502 -191.7349 UDCon22 1.58 %
C9 ROOF C45X45 Top 293.031 138.4691 19.1259 UDCon24 0.8 %
C9 ROOF C45X45 Bottom 314.0969 -102.1481 -15.9495 UDCon24 0.51 %
C10 ROOF C45X45 Top 209.211 103.1942 208.371 UDCon22 1 .62 %C10 ROOF C45X45 Bottom 235.367 -109.9903 -213.1896 UDCon22 1.65 %
C11 ROOF C50X50 Top 79.5994 156.917 35.476 UDCon24 0.84 %
C11 ROOF C50X50 Bottom 105.6067 -101.5791 -27.606 UDCon24 0.61 %
C12 ROOF C20X100 Top 159.4318 59.0938 67.9974 UDCon19 1.27 %
C12 ROOF C20X100 Bottom 185.2649 -38.0912 -81.5727 UDCon19 1.53 %
C13 ROOF C20X100 Top 360.895 -20.8736 -85.8861 UDCon21 1.4 %
C13 ROOF C20X100 Bottom 390.0231 -7.8005 78.3446 UDCon21 1.08 %
C14 ROOF C20X100 Top 242.4029 -14.2883 70.7944 UDCon22 1.1 %
C14 ROOF C20X100 Bottom 183.0426 22.4148 -55.4625 UDCon26 0.86 %
C15 ROOF C20X100 Top 216.3722 -134.4266 87.365 UDCon22 1.78 %
C15 ROOF C20X100 Bottom 242.2052 130.5085 -109.537 UDCon22 2.41 %
C16 ROOF C20X100 Top 370.2073 17.8968 96.6102 UDCon22 1.63 %
C16 ROOF C20X100 Bottom 399.3354 -9.0111 -85.6522 UDCon22 1.31 %
C17 ROOF C30X100 Top 242.0258 48.6549 -158.7612 UDCon20 1.07 %
C17 ROOF C30X100 Bottom 280.7754 -5.6155 158.4322 UDCon20 0.96 %
C18 ROOF C20X100 Top 105.3061 -82.1677 -36.0869 UDCon25 0.75 %
C18 ROOF C20X100 Bottom 222.5876 12.813 58.3781 UDCon21 0.85 %
C19 ROOF C40X50 Top 193.0788 -27.6091 -74.9026 UDCon24 0.57 %
C19 ROOF C40X50 Bottom 114.0503 117.0647 -5.9811 UDCon25 0.77 %
C20 ROOF C30X100 Top 143.7112 -27.2072 -155.0483 UDCon20 1.13 %
C20 ROOF C30X100 Bottom 182.4608 72.7915 150.5678 UDCon20 1.06 %
C21 ROOF C20X100 Top 22.7437 -57.923 17.6692 UDCon26 0 .43 %
C21 ROOF C20X100 Bottom 41.1959 61.1986 -29.8901 UDCon26 0.71 %C22 ROOF C20X100 Top 130.1448 -186.55 -10.8628 UDCon23 0.63 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C22 ROOF C20X100 Bottom 392.0184 -11.9674 58.3236 UDCon21 0.73 %
C23 ROOF C30X100 Top 188.9712 -109.287 -230.304 UDCon20 1.76 %
C23 ROOF C30X100 Bottom 227.7208 95.2504 259.7545 UDCon20 1.97 %
C24 ROOF C50X50 Top 218.7597 -252.0592 -78.4197 UDCon19 1.26 %
C24 ROOF C50X50 Bottom 252.1913 231.8018 96.8685 UDCon19 1.14 %
C1 4TH C20X100 Top 416.8345 8.3367 -61.1717 UDCon20 0.75 %
C1 4TH C20X100 Bottom 442.6676 -8.8534 81.669 UDCon20 1.1 %
C2 4TH C20X100 Top 891.701 17.834 -90.9324 UDCon20 0.85 %
C2 4TH C20X100 Bottom 920.8291 -18.4166 91.7358 UDCon20 0.85 %
C3 4TH C20X100 Top 624.5681 31.1603 118.9739 UDCon19 1 .86 %
C3 4TH C20X100 Bottom 653.6962 -42.0565 -120.7534 UDCon19 1.93 %
C4 4TH C20X100 Top 731.7436 -22.4031 102.8099 UDCon19 1 .41 %
C4 4TH C20X100 Bottom 760.8717 21.4364 -104.616 UDCon19 1.43 %
C5 4TH C20X100 Top 412.1225 -8.2424 57.7208 UDCon19 0.69 %
C5 4TH C20X100 Bottom 437.9555 -8.7591 -76.5498 UDCon19 0.9 %
C6 4TH C20X100 Top 426.2329 82.3342 -69.9597 UDCon20 0 .91 %
C6 4TH C20X100 Bottom 459.4433 -47.9761 95.2668 UDCon20 1.57 %
C7 4TH C40X50 Top 492.2117 -26.4024 97.5523 UDCon26 0.4 %
C7 4TH C40X50 Bottom 513.0175 27.3416 -100.8338 UDCon26 0.4 %
C8 4TH C40X50 Top 186.1887 -27.0325 -121.0321 UDCon25 0.86 %
C8 4TH C40X50 Bottom 334.1389 36.001 -180.1667 UDCon26 1.29 %
C9 4TH C45X45 Top 749.4691 34.633 75.9825 UDCon26 0.4 %
C9 4TH C45X45 Bottom 770.5349 -37.8682 -73.1582 UDCon26 0.4 %C10 4TH C45X45 Top 375.6096 55.2971 174.1402 UDCon26 0.89 %
C10 4TH C45X45 Bottom 549.6366 -104.4748 -225.9348 UDCon22 1.49 %
C11 4TH C50X50 Top 325.1175 25.7132 91.1981 UDCon26 0.4 %
C11 4TH C50X50 Bottom 351.1247 -29.182 -91.7644 UDCon26 0.4 %
C12 4TH C20X100 Top 405.0601 57.9506 68.7949 UDCon19 0 .89 %
C12 4TH C20X100 Bottom 430.8931 -45.5384 -90.314 UDCon19 1.48 %
C13 4TH C20X100 Top 897.0851 -34.6464 -107.7379 UDCon21 1.42 %
C13 4TH C20X100 Bottom 926.2133 18.5243 107.3982 UDCon21 1.32 %
C14 4TH C20X100 Top 617.5512 15.2086 76.4439 UDCon22 0 .82 %
C14 4TH C20X100 Bottom 646.6793 20.9438 -78.402 UDCon22 0.83 %
C15 4TH C20X100 Top 526.1619 -76.286 91.7164 UDCon22 1.48 %
C15 4TH C20X100 Bottom 551.995 117.4042 -121.1766 UDCon22 2.38 %
C16 4TH C20X100 Top 926.3848 18.5277 108.7123 UDCon22 1 .36 %
C16 4TH C20X100 Bottom 955.5129 -19.1103 -111.462 UDCon22 1.41 %
C17 4TH C30X100 Top 606.1502 74.6819 -120.2324 UDCon20 0.63 %
C17 4TH C30X100 Bottom 644.8998 -24.1291 157.7674 UDCon20 0.81 %
C18 4TH C20X100 Top 301.5477 -21.9179 -55.1988 UDCon25 0 .78 %
C18 4TH C20X100 Bottom 319.9999 -7.1912 71.4786 UDCon25 0.95 %
C19 4TH C40X50 Top 308.6751 -126.9108 7.3009 UDCon25 0.62 %
C19 4TH C40X50 Bottom 327.1273 151.5139 -6.5425 UDCon25 0.75 %
C20 4TH C30X100 Top 373.7828 22.297 -113.8073 UDCon20 0.72 %
C20 4TH C30X100 Bottom 412.5324 53.8329 147.7316 UDCon20 0.86 %
C21 4TH C20X100 Top 109.6189 35.606 35.7747 UDCon26 0.69 %C21 4TH C20X100 Bottom 128.0711 30.4182 -46.2028 UDCon26 0.81 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C22 4TH C20X100 Top 127.7513 -231.0714 -11.6419 UDCon23 0.76 %
C22 4TH C20X100 Bottom 601.7659 28.0428 73.8902 UDCon21 0.81 %
C23 4TH C30X100 Top 448.9869 -72.0616 -206.7154 UDCon20 1.41 %
C23 4TH C30X100 Bottom 487.7365 82.4541 269.0915 UDCon20 1.81 %
C24 4TH C50X50 Top 546.969 -181.4212 -52.3453 UDCon19 0 .65 %
C24 4TH C50X50 Bottom 579.2604 225.1207 83.2973 UDCon19 0.83 %
C1 3RD C20X100 Top 281.1172 -135.6325 -38.0157 UDCon21 0.64 %
C1 3RD C20X100 Bottom 691.974 13.8395 93.011 UDCon20 1 .13 %
C2 3RD C20X100 Top 1421.9658 28.4393 -116.2673 UDCon20 1.36 %
C2 3RD C20X100 Bottom 1451.0939 -29.0219 119.3863 UDCon20 1.46 %
C3 3RD C20X100 Top 1001.1327 35.683 138.8006 UDCon19 2.15 %
C3 3RD C20X100 Bottom 1030.2608 -47.7369 -140.7097 UDCon19 2.24 %
C4 3RD C20X100 Top 1168.6872 -28.3213 125.5598 UDCon19 1.65 %
C4 3RD C20X100 Bottom 1197.8153 23.9563 -127.9474 UDCon19 1.68 %
C5 3RD C20X100 Top 659.6365 13.1927 64.7347 UDCon19 0.5 %
C5 3RD C20X100 Bottom 685.4695 -13.7094 -87.6009 UDCon19 0.92 %
C6 3RD C20X100 Top 677.5032 97.8517 -77.0698 UDCon20 0.9 %
C6 3RD C20X100 Bottom 703.3362 -74.9722 103.4152 UDCon20 1.59 %
C7 3RD C40X50 Top 789.6082 -34.9 108.9198 UDCon26 0.4 %
C7 3RD C40X50 Bottom 810.414 30.5555 -115.7407 UDCon26 0.4 %
C8 3RD C40X50 Top 291.5965 -31.4636 -126.0485 UDCon25 0 .83 %
C8 3RD C40X50 Bottom 310.0487 41.1377 168.6106 UDCon25 1.2 %
C9 3RD C45X45 Top 1198.3608 46.2862 88.9617 UDCon26 0.4 %C9 3RD C45X45 Bottom 1219.4266 -46.6492 -92.2426 UDCon26 0.4 %
C10 3RD C45X45 Top 602.2764 62.4274 196.2576 UDCon26 0 .89 %
C10 3RD C45X45 Bottom 864.7879 -108.7021 -257.3796 UDCon22 1.57 %
C11 3RD C50X50 Top 527.7619 33.922 95.3739 UDCon26 0.4 %
C11 3RD C50X50 Bottom 553.7691 -33.2473 -106.6749 UDCon26 0.4 %
C12 3RD C20X100 Top 646.3014 66.8049 75.6506 UDCon19 0 .86 %
C12 3RD C20X100 Bottom 672.1344 -61.7456 -101.167 UDCon19 1.53 %
C13 3RD C20X100 Top 1437.6204 -43.4894 -137.4341 UDCon21 2.01 %
C13 3RD C20X100 Bottom 1466.7485 29.335 136.9399 UDCon21 1.94 %
C14 3RD C20X100 Top 1268.9814 -25.3796 -106.8982 UDCon21 1.03 %
C14 3RD C20X100 Bottom 1298.1095 -25.9622 107.6529 UDCon21 1.04 %
C15 3RD C20X100 Top 837.4144 -89.518 98.4775 UDCon22 1.42 %
C15 3RD C20X100 Bottom 863.2474 118.4885 -131.072 UDCon22 2.37 %
C16 3RD C20X100 Top 1487.8575 29.7571 136.851 UDCon22 1 .95 %
C16 3RD C20X100 Bottom 1516.9856 -30.3397 -139.7725 UDCon22 2.07 %
C17 3RD C30X100 Top 973.4364 89.5686 -135.6887 UDCon20 0.42 %
C17 3RD C30X100 Bottom 1012.186 -34.5738 174.4391 UDCon20 0.74 %
C18 3RD C20X100 Top 485.1585 -43.8948 -62.3258 UDCon25 0 .75 %
C18 3RD C20X100 Bottom 778.5292 15.5706 95.0395 UDCon21 1.08 %
C19 3RD C40X50 Top 1149.0865 85.2151 -23.4035 UDCon26 0.4 %
C19 3RD C40X50 Bottom 536.253 162.3724 -10.7251 UDCon25 0.62 %
C20 3RD C30X100 Top 597.8375 22.3531 -129.1236 UDCon20 0.66 %
C20 3RD C30X100 Bottom 636.5871 53.3814 163.4938 UDCon20 0.85 %C21 3RD C20X100 Top 185.402 26.0346 40.1547 UDCon26 0.66 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C21 3RD C20X100 Bottom 203.8542 25.0417 -54.2936 UDCon26 0.84 %
C22 3RD C20X100 Top 106.0155 -218.9093 -9.8401 UDCon23 0.75 %
C22 3RD C20X100 Bottom 124.4676 270.9461 11.6359 UDCon23 0.83 %
C23 3RD C30X100 Top 694.4258 -84.916 -226.0913 UDCon20 1.43 %
C23 3RD C30X100 Bottom 733.1754 83.543 293.8023 UDCon20 1.83 %
C24 3RD C50X50 Top 450.7442 -78.388 25.521 UDCon26 0.4 %
C24 3RD C50X50 Bottom 905.4235 246.5213 81.3656 UDCon19 0.76 %
C1 2ND C20X100 Top 121.32 -105.6975 -25.7451 UDCon25 0.55 %
C1 2ND C20X100 Bottom 1352.5209 -308.3942 84.7175 UDCon22 1.58 %
C2 2ND C20X100 Top 2367.745 47.3549 -121.1419 UDCon2 2.09 %
C2 2ND C20X100 Bottom 2157.6311 -218.3082 116.6256 UDCon22 2.52 %
C3 2ND C20X100 Top 1380.6175 31.6893 145.7247 UDCon19 2.2 %
C3 2ND C20X100 Bottom 1869.857 -221.2766 -132.1038 UDCon22 2.81 %
C4 2ND C20X100 Top 1605.2911 -32.1058 134.7235 UDCon19 1.95 %
C4 2ND C20X100 Bottom 1634.4192 54.3847 -140.6661 UDCon19 2.27 %
C5 2ND C20X100 Top 864.0692 17.2814 41.5779 UDCon26 0.4 %
C5 2ND C20X100 Bottom 1124.7079 -266.8757 -73.1399 UDCon22 1.12 %
C6 2ND C20X100 Top 921.5981 112.9474 -75.86 UDCon20 0.77 %
C6 2ND C20X100 Bottom 1037.6564 362.4806 86.4426 UDCon21 1.92 %
C7 2ND C40X50 Top 1088.3958 -42.2312 94.7488 UDCon26 0.4 %
C7 2ND C40X50 Bottom 1109.2015 39.5783 -126.9675 UDCon26 0.4 %
C8 2ND C40X50 Top 396.6676 -29.792 -107.3873 UDCon25 0.62 %
C8 2ND C40X50 Bottom 415.1198 45.8059 160.1466 UDCon25 0.9 %C9 2ND C45X45 Top 1649.1941 49.2331 76.7838 UDCon26 0.4 %
C9 2ND C45X45 Bottom 2287.0628 -173.4752 -55.0369 UDCon20 0.58 %
C10 2ND C45X45 Top 830.6905 63.6374 192.1442 UDCon26 0.8 %
C10 2ND C45X45 Bottom 1181.8984 -123.5658 -282.235 UDCon22 1.75 %
C11 2ND C50X50 Top 732.4078 35.2174 74.6809 UDCon26 0.4 %
C11 2ND C50X50 Bottom 758.415 -36.5594 -141.2576 UDCon26 0.4 %
C12 2ND C20X100 Top 882.1296 68.4406 75.6149 UDCon19 0 .68 %
C12 2ND C20X100 Bottom 1069.4321 354.0066 -85.1702 UDCon21 1.82 %
C13 2ND C20X100 Top 1981.5477 -48.7278 -157.045 UDCon21 2.89 %
C13 2ND C20X100 Bottom 2010.6758 40.2135 167.4696 UDCon21 3.18 %
C14 2ND C20X100 Top 1749.0016 -34.98 -120.2083 UDCon21 1.62 %
C14 2ND C20X100 Bottom 1778.1297 -40.8859 131.6906 UDCon21 1.99 %
C15 2ND C20X100 Top 1151.2704 -85.7466 96.1273 UDCon22 1.05 %
C15 2ND C20X100 Bottom 1177.1035 142.1956 -129.3787 UDCon22 2.26 %
C16 2ND C20X100 Top 2508.6923 50.1738 146.2191 UDCon2 2.92 %
C16 2ND C20X100 Bottom 2086.2235 41.7245 -164.4786 UDCon22 3.14 %
C17 2ND C30X100 Top 939.6985 145.7343 -65.7795 UDCon26 0.4 %
C17 2ND C30X100 Bottom 1349.7276 -572.0124 138.7106 UDCon22 0.99 %
C18 2ND C20X100 Top 663.2824 -46.4349 -63.9359 UDCon25 0 .58 %
C18 2ND C20X100 Bottom 1494.5015 29.89 -110.3909 UDCon22 1.21 %
C19 2ND C40X50 Top 1534.6817 71.204 -31.3651 UDCon26 0.4 %
C19 2ND C40X50 Bottom 1553.1339 -139.0906 32.8352 UDCon26 0.4 %
C20 2ND C30X100 Top 37.7656 102.7616 -53.1465 UDCon26 0 .59 %C20 2ND C30X100 Bottom 65.4439 -379.4261 70.2073 UDCon26 0.88 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C21 2ND C20X100 Top 257.7206 34.7754 40.3472 UDCon26 0 .57 %
C21 2ND C20X100 Bottom 1124.5291 61.4039 98.292 UDCon21 1.02 %
C22 2ND C20X100 Top 71.4225 -172.5061 -7.74 UDCon23 0.66 %
C22 2ND C20X100 Bottom 89.8747 393.8778 9.2176 UDCon23 1.29 %
C23 2ND C30X100 Top 527.8679 -58.9645 -196.5212 UDCon24 1.23 %
C23 2ND C30X100 Bottom 969.5252 87.5894 305.7212 UDCon20 1.85 %
C24 2ND C50X50 Top 620.3238 -76.5076 -1.3086 UDCon26 0.4 %
C24 2ND C50X50 Bottom 1230.0081 308.6183 98.2479 UDCon19 0.89 %
C1 1ST C20X100 Top 1672.4944 -84.7537 -78.5423 UDCon22 0.51 %
C1 1ST C20X100 Bottom 1286.4709 -71.1429 81.25 UDCon20 0.57 %
C2 1ST C20X100 Top 3016.1136 -60.3223 -154.1494 UDCon2 3.75 %
C2 1ST C20X100 Bottom 2775.1333 -164.7296 -144.9699 UDCon22 3.61 %
C3 1ST C20X100 Top 2534.6165 50.6923 144.9806 UDCon2 2.91 %
C3 1ST C20X100 Bottom 2590.5577 -51.8112 152.1568 UDCon20 3.18 %
C4 1ST C20X100 Top 1993.2414 -177.4777 109.7809 UDCon22 2.01 %
C4 1ST C20X100 Bottom 2063.7162 -42.8875 -131.3767 UDCon19 2.15 %
C5 1ST C20X100 Top 1305.7254 -154.0197 70.3328 UDCon22 0.55 %
C5 1ST C20X100 Bottom 1169.8536 -44.2783 -79.2622 UDCon19 0.44 %
C6 1ST C20X100 Top 605.8651 -18.0371 -40.259 UDCon26 0.4 %
C6 1ST C20X100 Bottom 1173.2314 -130.638 84.1385 UDCon20 0.86 %
C7 1ST C40X50 Top 1385.8779 -38.6526 35.2268 UDCon26 0.4 %
C7 1ST C40X50 Bottom 1406.6837 -28.1337 -84.3964 UDCon26 0.4 %
C8 1ST C40X50 Top 872.9724 -35.6828 50.7936 UDCon26 0.4 %C8 1ST C40X50 Bottom 891.4246 22.1811 -86.0264 UDCon26 0.4 %
C9 1ST C45X45 Top 3537.1257 91.7316 84.0873 UDCon2 1.45 %
C9 1ST C45X45 Bottom 3181.6466 122.577 94.1831 UDCon19 1.28 %
C10 1ST C45X45 Top 1051.7471 63.8097 74.593 UDCon26 0.4 %
C10 1ST C45X45 Bottom 1070.4299 -45.8725 -107.3356 UDCon26 0.4 %
C11 1ST C50X50 Top 953.8124 34.628 -11.2379 UDCon26 0.4 %
C11 1ST C50X50 Bottom 979.8196 -26.5011 -73.9584 UDCon26 0.4 %
C12 1ST C20X100 Top 1248.1131 111.6325 72.7237 UDCon21 0.47 %
C12 1ST C20X100 Bottom 1129.7406 -110.7477 -88.3798 UDCon19 0.89 %
C13 1ST C20X100 Top 3029.3199 -60.5864 -163.3076 UDCon2 4 %
C13 1ST C20X100 Bottom 2663.6997 -53.274 -153.03 UDCon22 3.3 %
C14 1ST C20X100 Top 2252.7169 -45.0543 -128.8606 UDCon21 2.21 %
C14 1ST C20X100 Bottom 2281.845 73.8986 142.5022 UDCon21 2.75 %
C15 1ST C20X100 Top 1715.2051 56.8607 85.6286 UDCon19 0 .63 %
C15 1ST C20X100 Bottom 1741.0381 137.9992 -88.2191 UDCon19 1.04 %
C16 1ST C20X100 Top 3251.8827 65.0377 171.6638 UDCon2 4.43 %
C16 1ST C20X100 Bottom 2924.3194 -58.4864 162.0468 UDCon21 3.86 %
C17 1ST C30X100 Top 1187.8051 -89.3599 -69.29 UDCon26 0.4 %
C17 1ST C30X100 Bottom 1215.4834 -169.8982 35.462 UDCon26 0.4 %
C18 1ST C20X100 Top 1336.68 26.7336 50.5448 UDCon26 0.4 %
C18 1ST C20X100 Bottom 1837.7739 -69.145 -103.5642 UDCon22 1.3 %
C19 1ST C40X50 Top 1909.6317 38.1926 -4.0642 UDCon26 0.4 %
C19 1ST C40X50 Bottom 1928.0839 -101.4992 -52.4681 UDCon26 0.4 %C20 1ST C30X100 Top 68.8238 -152.2503 -47.5882 UDCon26 0 .52 %
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Table 6.4 - Concrete Column PMM Envelope (continued)
Label Story Section LocationP
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar
%
C20 1ST C30X100 Bottom 96.5021 -173.9381 33.736 UDCon26 0.44 %
C21 1ST C20X100 Top 376.4639 12.7856 23.1926 UDCon26 0.4 %
C21 1ST C20X100 Bottom 359.0302 -64.3653 -47.0432 UDCon26 0.62 %
C22 1ST C20X100 Top 105.3204 3.1916 12.7815 UDCon26 0.4 %
C22 1ST C20X100 Bottom 67.8913 227.9869 6.0381 UDCon23 0.79 %
C23 1ST C30X100 Top 684.1081 -65.7463 -138.7328 UDCon24 0.71 %
C23 1ST C30X100 Bottom 711.7863 15.4102 154.7253 UDCon24 0.76 %
C24 1ST C50X50 Top 799.0823 -64.2473 -69.1768 UDCon26 0.4 %
C24 1ST C50X50 Bottom 822.1476 22.9091 -33.528 UDCon26 0.4 %
C1 TIES C20X100 Top 1373.9447 -27.4789 -9.5943 UDCon26 0.4 %
C1 TIES C20X100 Bottom 1377.2397 -27.5448 0 UDCon26 0.4 %
C2 TIES C20X100 Top 3193.0101 4.6427 31.9301 UDCon2 0.7 %
C2 TIES C20X100 Bottom 3197.6232 0 -31.9762 UDCon2 0.7 %
C3 TIES C20X100 Top 1770.1285 -94.6562 -5.9066 UDCon26 0.4 %
C3 TIES C20X100 Bottom 1773.4235 35.4685 0 UDCon26 0.4 %
C4 TIES C20X100 Top 1602.9033 -32.0581 -1.9399 UDCon26 0.4 %
C4 TIES C20X100 Bottom 1606.1983 -32.124 0 UDCon26 0.4 %
C5 TIES C20X100 Top 1174.2903 -23.4858 7.9883 UDCon26 0.4 %
C5 TIES C20X100 Bottom 1177.5853 23.5517 0 UDCon26 0.4 %
C6 TIES C20X100 Top 757.7006 34.5433 -13.3942 UDCon26 0.4 %
C6 TIES C20X100 Bottom 760.9956 -15.2199 0 UDCon26 0.4 %
C7 TIES C40X50 Top 1496.6596 29.9332 21.8683 UDCon26 0.4 %
C7 TIES C40X50 Bottom 1499.9546 2 9.9991 0 UDCon26 0.4 %C8 TIES C40X50 Top 1024.8725 -20.4974 28.0161 UDCon26 0.4 %
C8 TIES C40X50 Bottom 1028.1675 2 0.5634 0 UDCon26 0.4 %
C9 TIES C45X45 Top 3740.2955 13.6547 -74.8059 UDCon2 1.37 %
C9 TIES C45X45 Bottom 3744.9662 0 74.8993 UDCon2 1.35 %
C10 TIES C45X45 Top 1228.958 24.5792 41.167 UDCon26 0.4 %
C10 TIES C45X45 Bottom 1232.2942 -24.6459 0 UDCon26 0.4 %
C11 TIES C50X50 Top 1114.8785 22.9169 11.1677 UDCon26 0.4 %
C11 TIES C50X50 Bottom 1118.9972 2 2.3799 0 UDCon26 0.4 %
C12 TIES C20X100 Top 628.4051 12.5681 9.4149 UDCon26 0.4 %
C12 TIES C20X100 Bottom 631.7001 12.634 0 UDCon26 0.4 %
C13 TIES C20X100 Top 3222.9007 16.9208 32.229 UDCon2 0.77 %
C13 TIES C20X100 Bottom 3227.5137 0 32.2751 UDCon2 0.75 %
C14 TIES C20X100 Top 1300.9661 -26.0193 11.9406 UDCon26 0.4 %
C14 TIES C20X100 Bottom 1304.2611 26.0852 0 UDCon26 0.4 %
C15 TIES C20X100 Top 1130.7041 -22.6141 16.725 UDCon26 0.4 %
C15 TIES C20X100 Bottom 1133.9992 22.68 0 UDCon26 0.4 %
C16 TIES C20X100 Top 3416.1282 7.2955 -34.1613 UDCon2 1.05 %
C16 TIES C20X100 Bottom 3420.7412 0 -34.2074 UDCon2 1.05 %
C17 TIES C30X100 Top 1316.7502 -26.335 -7.747 UDCon26 0.4 %
C17 TIES C30X100 Bottom 1321.6928 26.4339 0 UDCon26 0.4 %
C18 TIES C20X100 Top 1493.5995 31.4397 8.1567 UDCon26 0.4 %
C18 TIES C20X100 Bottom 1496.8945 -29.9379 0 UDCon26 0.4 %
C19 TIES C40X50 Top 2112.9844 -55.2517 25.947 UDCon26 0.4 %C19 TIES C40X50 Bottom 2116.2794 4 2.3256 0 UDCon26 0.4 %
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C6 4TH C20X100 Top 118.836 UDCon26 200 14.8177 UDCon26 1000
C6 4TH C20X100 Bottom 118.836 UDCon26 200 14.8177 UDCon26 1000
C7 4TH C40X50 Top 10.627 UDCon26 400 39.405 UDCon26 500
C7 4TH C40X50 Bottom 10.627 UDCon26 400 39.405 UDCon26 500
C8 4TH C40X50 Top 15.913 UDCon26 400 77.9477 UDCon26 500
C8 4TH C40X50 Bottom 15.913 UDCon26 400 77.9477 UDCon26 500
C9 4TH C45X45 Top 9.2114 UDCon26 450 29.4875 UDCon26 450
C9 4TH C45X45 Bottom 9.2114 UDCon26 450 29.4875 UDCon26 450
C10 4TH C45X45 Top 30.2958 UDCon26 450 97.3127 UDCon26 450
C10 4TH C45X45 Bottom 30.2958 UDCon26 450 97.3127 UDCon26 450
C11 4TH C50X50 Top 9.5791 UDCon26 500 38.4062 UDCon26 500
C11 4TH C50X50 Bottom 9.5791 UDCon26 500 38.4062 UDCon26 500
C12 4TH C20X100 Top 114.5374 UDCon26 200 13.5595 UDCon26 1000
C12 4TH C20X100 Bottom 114.5374 UDCon26 200 13.5595 UDCon26 1000
C13 4TH C20X100 Top 4.5269 UDCon26 200 15.1523 UDCon26 1000
C13 4TH C20X100 Bottom 4.5269 UDCon26 200 15.1523 UDCon26 1000
C14 4TH C20X100 Top 2.8763 UDCon26 200 20.7954 UDCon26 1000
C14 4TH C20X100 Bottom 2.8763 UDCon26 200 20.7954 UDCon26 1000
C15 4TH C20X100 Top 34.3707 UDCon26 200 43.1532 UDCon26 1000
C15 4TH C20X100 Bottom 34.3707 UDCon26 200 43.1532 UDCon26 1000
C16 4TH C20X100 Top 4.6283 UDCon26 200 26.0883 UDCon26 1000
C16 4TH C20X100 Bottom 4.6283 UDCon26 200 26.0883 UDCon26 1000
C17 4TH C30X100 Top 130.8516 UDCon26 300 29.0575 UDCon26 1000
C17 4TH C30X100 Bottom 130.8516 UDCon26 300 29.0575 UDCon26 1000
C18 4TH C20X100 Top 2.9666 UDCon26 200 22.5875 UDCon26 1000
C18 4TH C20X100 Bottom 2.9666 UDCon26 200 22.5875 UDCon26 1000
C19 4TH C40X50 Top 46.7476 UDCon26 400 4.1595 UDCon26 500
C19 4TH C40X50 Bottom 46.7476 UDCon26 400 4.1595 UDCon26 500
C20 4TH C30X100 Top 63.5909 UDCon26 300 23.6529 UDCon26 1000
C20 4TH C30X100 Bottom 63.5909 UDCon26 300 23.6529 UDCon26 1000
C21 4TH C20X100 Top 8.4168 UDCon26 200 18.8748 UDCon26 1000
C21 4TH C20X100 Bottom 8.4168 UDCon26 200 18.8748 UDCon26 1000
C22 4TH C20X100 Top 14.8072 UDCon26 200 12.8138 UDCon26 1000
C22 4TH C20X100 Bottom 14.8072 UDCon26 200 12.8138 UDCon26 1000
C23 4TH C30X100 Top 10.2727 UDCon26 300 36.2087 UDCon26 1000
C23 4TH C30X100 Bottom 10.2727 UDCon26 300 36.2087 UDCon26 1000C24 4TH C50X50 Top 42.3822 UDCon26 500 14.8683 UDCon26 500
C24 4TH C50X50 Bottom 42.3822 UDCon26 500 14.8683 UDCon26 500
C1 3RD C20X100 Top 64.6046 UDCon26 200 12.4163 UDCon26 1000
C1 3RD C20X100 Bottom 64.6046 UDCon26 200 12.4163 UDCon26 1000
C2 3RD C20X100 Top 30.6901 UDCon26 200 3.7065 UDCon26 1000
C2 3RD C20X100 Bottom 30.6901 UDCon26 200 3.7065 UDCon26 1000
C3 3RD C20X100 Top 43.6611 UDCon26 200 12.8207 UDCon26 1000
C3 3RD C20X100 Bottom 43.6611 UDCon26 200 12.8207 UDCon26 1000
C4 3RD C20X100 Top 27.8272 UDCon26 200 4.0013 UDCon26 1000
C4 3RD C20X100 Bottom 27.8272 UDCon26 200 4.0013 UDCon26 1000
C5 3RD C20X100 Top 48.6078 UDCon26 200 11.8056 UDCon26 1000
C5 3RD C20X100 Bottom 48.6078 UDCon26 200 11.8056 UDCon26 1000
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C6 3RD C20X100 Top 134.92 UDCon26 200 14.3126 UDCon26 1000
C6 3RD C20X100 Bottom 134.92 UDCon26 200 14.3126 UDCon26 1000
C7 3RD C40X50 Top 11.5076 UDCon26 400 42.227 UDCon26 500
C7 3RD C40X50 Bottom 11.5076 UDCon26 400 42.227 UDCon26 500
C8 3RD C40X50 Top 16.2813 UDCon26 400 79.6627 UDCon26 500
C8 3RD C40X50 Bottom 16.2813 UDCon26 400 79.6627 UDCon26 500
C9 3RD C45X45 Top 9.1642 UDCon26 450 33.5928 UDCon26 450
C9 3RD C45X45 Bottom 9.1642 UDCon26 450 33.5928 UDCon26 450
C10 3RD C45X45 Top 31.0094 UDCon26 450 108.9682 UDCon26 450
C10 3RD C45X45 Bottom 31.0094 UDCon26 450 108.9682 UDCon26 450
C11 3RD C50X50 Top 10.5004 UDCon26 500 41.1692 UDCon26 500
C11 3RD C50X50 Bottom 10.5004 UDCon26 500 41.1692 UDCon26 500
C12 3RD C20X100 Top 122.3498 UDCon26 200 13.3048 UDCon26 1000
C12 3RD C20X100 Bottom 122.3498 UDCon26 200 13.3048 UDCon26 1000
C13 3RD C20X100 Top 5.0937 UDCon26 200 16.9885 UDCon26 1000
C13 3RD C20X100 Bottom 5.0937 UDCon26 200 16.9885 UDCon26 1000
C14 3RD C20X100 Top 3.9207 UDCon26 200 21.9835 UDCon26 1000
C14 3RD C20X100 Bottom 3.9207 UDCon26 200 21.9835 UDCon26 1000
C15 3RD C20X100 Top 36.2265 UDCon26 200 42.3282 UDCon26 1000
C15 3RD C20X100 Bottom 36.2265 UDCon26 200 42.3282 UDCon26 1000
C16 3RD C20X100 Top 6.8103 UDCon26 200 26.5533 UDCon26 1000
C16 3RD C20X100 Bottom 6.8103 UDCon26 200 26.5533 UDCon26 1000
C17 3RD C30X100 Top 148.0716 UDCon26 300 30.3261 UDCon26 1000
C17 3RD C30X100 Bottom 148.0716 UDCon26 300 30.3261 UDCon26 1000
C18 3RD C20X100 Top 6.2803 UDCon26 200 24.5427 UDCon26 1000
C18 3RD C20X100 Bottom 6.2803 UDCon26 200 24.5427 UDCon26 1000
C19 3RD C40X50 Top 46.2874 UDCon26 400 6.6881 UDCon26 500
C19 3RD C40X50 Bottom 46.2874 UDCon26 400 6.6881 UDCon26 500
C20 3RD C30X100 Top 69.7199 UDCon26 300 25.9675 UDCon26 1000
C20 3RD C30X100 Bottom 69.7199 UDCon26 300 25.9675 UDCon26 1000
C21 3RD C20X100 Top 11.3199 UDCon26 200 20.8329 UDCon26 1000
C21 3RD C20X100 Bottom 11.3199 UDCon26 200 20.8329 UDCon26 1000
C22 3RD C20X100 Top 17.8238 UDCon26 200 14.183 UDCon26 1000
C22 3RD C20X100 Bottom 17.8238 UDCon26 200 14.183 UDCon26 1000
C23 3RD C30X100 Top 11.7909 UDCon26 300 42.1057 UDCon26 1000
C23 3RD C30X100 Bottom 11.7909 UDCon26 300 42.1057 UDCon26 1000C24 3RD C50X50 Top 43.3596 UDCon26 500 17.3569 UDCon26 500
C24 3RD C50X50 Bottom 43.3596 UDCon26 500 17.3569 UDCon26 500
C1 2ND C20X100 Top 100.9643 UDCon26 200 12.1929 UDCon26 1000
C1 2ND C20X100 Bottom 100.9643 UDCon26 200 12.1929 UDCon26 1000
C2 2ND C20X100 Top 57.9277 UDCon26 200 3.4639 UDCon26 1000
C2 2ND C20X100 Bottom 57.9277 UDCon26 200 3.4639 UDCon26 1000
C3 2ND C20X100 Top 52.9615 UDCon26 200 14.5766 UDCon26 1000
C3 2ND C20X100 Bottom 52.9615 UDCon26 200 14.5766 UDCon26 1000
C4 2ND C20X100 Top 48.2435 UDCon26 200 5.3175 UDCon26 1000
C4 2ND C20X100 Bottom 48.2435 UDCon26 200 5.3175 UDCon26 1000
C5 2ND C20X100 Top 67.0793 UDCon26 200 12.3707 UDCon26 1000
C5 2ND C20X100 Bottom 67.0793 UDCon26 200 12.3707 UDCon26 1000
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C6 2ND C20X100 Top 166.9454 UDCon26 200 13.949 UDCon26 1000
C6 2ND C20X100 Bottom 166.9454 UDCon26 200 13.949 UDCon26 1000
C7 2ND C40X50 Top 13.6483 UDCon26 400 39.5282 UDCon26 500
C7 2ND C40X50 Bottom 13.6483 UDCon26 400 39.5282 UDCon26 500
C8 2ND C40X50 Top 18.9951 UDCon26 400 69.9676 UDCon26 500
C8 2ND C40X50 Bottom 18.9951 UDCon26 400 69.9676 UDCon26 500
C9 2ND C45X45 Top 9.2765 UDCon26 450 36.1349 UDCon26 450
C9 2ND C45X45 Bottom 9.2765 UDCon26 450 36.1349 UDCon26 450
C10 2ND C45X45 Top 32.3542 UDCon26 450 112.408 UDCon26 450
C10 2ND C45X45 Bottom 32.3542 UDCon26 450 112.408 UDCon26 450
C11 2ND C50X50 Top 9.7245 UDCon26 500 43.785 UDCon26 500
C11 2ND C50X50 Bottom 9.7245 UDCon26 500 43.785 UDCon26 500
C12 2ND C20X100 Top 127.0576 UDCon26 200 13.5274 UDCon26 1000
C12 2ND C20X100 Bottom 127.0576 UDCon26 200 13.5274 UDCon26 1000
C13 2ND C20X100 Top 5.2149 UDCon26 200 16.2687 UDCon26 1000
C13 2ND C20X100 Bottom 5.2149 UDCon26 200 16.2687 UDCon26 1000
C14 2ND C20X100 Top 3.7074 UDCon26 200 19.4372 UDCon26 1000
C14 2ND C20X100 Bottom 3.7074 UDCon26 200 19.4372 UDCon26 1000
C15 2ND C20X100 Top 39.4163 UDCon26 200 36.2055 UDCon26 1000
C15 2ND C20X100 Bottom 39.4163 UDCon26 200 36.2055 UDCon26 1000
C16 2ND C20X100 Top 5.2689 UDCon26 200 24.3728 UDCon26 1000
C16 2ND C20X100 Bottom 5.2689 UDCon26 200 24.3728 UDCon26 1000
C17 2ND C30X100 Top 200.9009 UDCon26 300 34.0085 UDCon26 1000
C17 2ND C30X100 Bottom 200.9009 UDCon26 300 34.0085 UDCon26 1000
C18 2ND C20X100 Top 7.5885 UDCon26 200 23.986 UDCon26 1000
C18 2ND C20X100 Bottom 7.5885 UDCon26 200 23.986 UDCon26 1000
C19 2ND C40X50 Top 44.7421 UDCon26 400 10.2917 UDCon26 500
C19 2ND C40X50 Bottom 44.7421 UDCon26 400 10.2917 UDCon26 500
C20 2ND C30X100 Top 122.8621 UDCon26 300 30.8668 UDCon26 1000
C20 2ND C30X100 Bottom 122.8621 UDCon26 300 30.8668 UDCon26 1000
C21 2ND C20X100 Top 12.941 UDCon26 200 20.7583 UDCon26 1000
C21 2ND C20X100 Bottom 12.941 UDCon26 200 20.7583 UDCon26 1000
C22 2ND C20X100 Top 18.1374 UDCon26 200 13.6225 UDCon26 1000
C22 2ND C20X100 Bottom 18.1374 UDCon26 200 13.6225 UDCon26 1000
C23 2ND C30X100 Top 45.276 UDCon26 300 48.8329 UDCon26 1000
C23 2ND C30X100 Bottom 45.276 UDCon26 300 48.8329 UDCon26 1000C24 2ND C50X50 Top 47.7125 UDCon26 500 16.5034 UDCon26 500
C24 2ND C50X50 Bottom 47.7125 UDCon26 500 16.5034 UDCon26 500
C1 1ST C20X100 Top 15.2438 UDCon26 200 6.9168 UDCon26 1000
C1 1ST C20X100 Bottom 15.2438 UDCon26 200 6.9168 UDCon26 1000
C2 1ST C20X100 Top 5.7175 UDCon26 200 3.1651 UDCon26 1000
C2 1ST C20X100 Bottom 5.7175 UDCon26 200 3.1651 UDCon26 1000
C3 1ST C20X100 Top 41.0522 UDCon26 200 10.5884 UDCon26 1000
C3 1ST C20X100 Bottom 41.0522 UDCon26 200 10.5884 UDCon26 1000
C4 1ST C20X100 Top 18.9002 UDCon26 200 5.6474 UDCon26 1000
C4 1ST C20X100 Bottom 18.9002 UDCon26 200 5.6474 UDCon26 1000
C5 1ST C20X100 Top 22.1991 UDCon26 200 9.6953 UDCon26 1000
C5 1ST C20X100 Bottom 22.1991 UDCon26 200 9.6953 UDCon26 1000
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C6 1ST C20X100 Top 61.8565 UDCon26 200 8.8076 UDCon26 1000
C6 1ST C20X100 Bottom 61.8565 UDCon26 200 8.8076 UDCon26 1000
C7 1ST C40X50 Top 4.3719 UDCon26 400 16.0768 UDCon26 500
C7 1ST C40X50 Bottom 4.3719 UDCon26 400 16.0768 UDCon26 500
C8 1ST C40X50 Top 11.1527 UDCon26 400 28.1949 UDCon26 500
C8 1ST C40X50 Bottom 11.1527 UDCon26 400 28.1949 UDCon26 500
C9 1ST C45X45 Top 4.3025 UDCon26 450 22.3198 UDCon26 450
C9 1ST C45X45 Bottom 4.3025 UDCon26 450 22.3198 UDCon26 450
C10 1ST C45X45 Top 21.2056 UDCon26 450 61.3932 UDCon26 450
C10 1ST C45X45 Bottom 21.2056 UDCon26 450 61.3932 UDCon26 450
C11 1ST C50X50 Top 7.9376 UDCon26 500 10.5044 UDCon26 500
C11 1ST C50X50 Bottom 7.9376 UDCon26 500 10.5044 UDCon26 500
C12 1ST C20X100 Top 17.4313 UDCon26 200 9.283 UDCon26 1000
C12 1ST C20X100 Bottom 17.4313 UDCon26 200 9.283 UDCon26 1000
C13 1ST C20X100 Top 3.8377 UDCon26 200 9.5736 UDCon26 1000
C13 1ST C20X100 Bottom 3.8377 UDCon26 200 9.5736 UDCon26 1000
C14 1ST C20X100 Top 7.7775 UDCon26 200 15.4028 UDCon26 1000
C14 1ST C20X100 Bottom 7.7775 UDCon26 200 15.4028 UDCon26 1000
C15 1ST C20X100 Top 17.8495 UDCon26 200 16.783 UDCon26 1000
C15 1ST C20X100 Bottom 17.8495 UDCon26 200 16.783 UDCon26 1000
C16 1ST C20X100 Top 11.9212 UDCon26 200 9.9317 UDCon26 1000
C16 1ST C20X100 Bottom 11.9212 UDCon26 200 9.9317 UDCon26 1000
C17 1ST C30X100 Top 50.6213 UDCon26 300 18.4681 UDCon26 1000
C17 1ST C30X100 Bottom 50.6213 UDCon26 300 18.4681 UDCon26 1000
C18 1ST C20X100 Top 17.1164 UDCon26 200 15.3573 UDCon26 1000
C18 1ST C20X100 Bottom 17.1164 UDCon26 200 15.3573 UDCon26 1000
C19 1ST C40X50 Top 21.4667 UDCon26 400 3.7231 UDCon26 500
C19 1ST C40X50 Bottom 21.4667 UDCon26 400 3.7231 UDCon26 500
C20 1ST C30X100 Top 11.4565 UDCon26 300 19.884 UDCon26 1000
C20 1ST C30X100 Bottom 11.4565 UDCon26 300 19.884 UDCon26 1000
C21 1ST C20X100 Top 22.5587 UDCon26 200 13.9905 UDCon26 1000
C21 1ST C20X100 Bottom 22.5587 UDCon26 200 13.9905 UDCon26 1000
C22 1ST C20X100 Top 26.206 UDCon26 200 8.4717 UDCon26 1000
C22 1ST C20X100 Bottom 26.206 UDCon26 200 8.4717 UDCon26 1000
C23 1ST C30X100 Top 40.766 UDCon26 300 35.4547 UDCon26 1000
C23 1ST C30X100 Bottom 40.766 UDCon26 300 35.4547 UDCon26 1000C24 1ST C50X50 Top 18.1191 UDCon26 500 16.3152 UDCon26 500
C24 1ST C50X50 Bottom 18.1191 UDCon26 500 16.3152 UDCon26 500
C1 TIES C20X100 Top 4.5053 UDCon26 200 11.7192 UDCon26 1000
C1 TIES C20X100 Bottom 4.5053 UDCon26 200 11.7192 UDCon26 1000
C2 TIES C20X100 Top 55.2436 UDCon26 200 5.626 UDCon26 1000
C2 TIES C20X100 Bottom 55.2436 UDCon26 200 5.626 UDCon26 1000
C3 TIES C20X100 Top 148.1568 UDCon26 200 5.878 UDCon26 1000
C3 TIES C20X100 Bottom 148.1568 UDCon26 200 5.878 UDCon26 1000
C4 TIES C20X100 Top 26.8236 UDCon26 200 4.6883 UDCon26 1000
C4 TIES C20X100 Bottom 26.8236 UDCon26 200 4.6883 UDCon26 1000
C5 TIES C20X100 Top 23.4148 UDCon26 200 9.7137 UDCon26 1000
C5 TIES C20X100 Bottom 23.4148 UDCon26 200 9.7137 UDCon26 1000
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C6 TIES C20X100 Top 75.2368 UDCon26 200 18.0388 UDCon26 1000
C6 TIES C20X100 Bottom 75.2368 UDCon26 200 18.0388 UDCon26 1000
C7 TIES C40X50 Top 4.2981 UDCon26 400 30.1583 UDCon26 500
C7 TIES C40X50 Bottom 4.2981 UDCon26 400 30.1583 UDCon26 500
C8 TIES C40X50 Top 18.1187 UDCon26 400 39.282 UDCon26 500
C8 TIES C40X50 Bottom 18.1187 UDCon26 400 39.282 UDCon26 500
C9 TIES C45X45 Top 12.0366 UDCon26 450 41.539 UDCon26 450
C9 TIES C45X45 Bottom 12.0366 UDCon26 450 41.539 UDCon26 450
C10 TIES C45X45 Top 6.2817 UDCon26 450 103.1559 UDCon26 450
C10 TIES C45X45 Bottom 6.2817 UDCon26 450 103.1559 UDCon26 450
C11 TIES C50X50 Top 35.026 UDCon26 500 15.3089 UDCon26 500
C11 TIES C50X50 Bottom 35.026 UDCon26 500 15.3089 UDCon26 500
C12 TIES C20X100 Top 16.1014 UDCon26 200 12.5411 UDCon26 1000
C12 TIES C20X100 Bottom 16.1014 UDCon26 200 12.5411 UDCon26 1000
C13 TIES C20X100 Top 26.09 UDCon26 200 16.1398 UDCon26 1000
C13 TIES C20X100 Bottom 26.09 UDCon26 200 16.1398 UDCon26 1000
C14 TIES C20X100 Top 24.0129 UDCon26 200 17.4267 UDCon26 1000
C14 TIES C20X100 Bottom 24.0129 UDCon26 200 17.4267 UDCon26 1000
C15 TIES C20X100 Top 11.9663 UDCon26 200 22.2576 UDCon26 1000
C15 TIES C20X100 Bottom 11.9663 UDCon26 200 22.2576 UDCon26 1000
C16 TIES C20X100 Top 17.4519 UDCon26 200 4.4344 UDCon26 1000
C16 TIES C20X100 Bottom 17.4519 UDCon26 200 4.4344 UDCon26 1000
C17 TIES C30X100 Top 25.0984 UDCon26 300 13.0945 UDCon26 1000
C17 TIES C30X100 Bottom 25.0984 UDCon26 300 13.0945 UDCon26 1000
C18 TIES C20X100 Top 47.8087 UDCon26 200 15.7097 UDCon26 1000
C18 TIES C20X100 Bottom 47.8087 UDCon26 200 15.7097 UDCon26 1000
C19 TIES C40X50 Top 79.4971 UDCon26 400 35.5393 UDCon26 500
C19 TIES C40X50 Bottom 79.4971 UDCon26 400 35.5393 UDCon26 500
C20 TIES C30X100 Top 10.3848 UDCon26 300 3.3435 UDCon26 1000
C20 TIES C30X100 Bottom 10.3848 UDCon26 300 3.3435 UDCon26 1000
C21 TIES C20X100 Top 23.5501 UDCon26 200 16.081 UDCon26 1000
C21 TIES C20X100 Bottom 23.5501 UDCon26 200 16.081 UDCon26 1000
C22 TIES C20X100 Top 15.0223 UDCon26 200 0.3632 UDCon26 1000
C22 TIES C20X100 Bottom 15.0223 UDCon26 200 0.3632 UDCon26 1000
C23 TIES C30X100 Top 72.136 UDCon26 300 34.7987 UDCon26 1000
C23 TIES C30X100 Bottom 72.136 UDCon26 300 34.7987 UDCon26 1000C24 TIES C50X50 Top 23.1409 UDCon26 500 3.2767 UDCon26 500
C24 TIES C50X50 Bottom 23.1409 UDCon26 500 3.2767 UDCon26 500
C25 TIES NC20X20 Top 3.8957 UDCon26 200 16.1309 UDCon26 200
C25 TIES NC20X20 Bottom 3.8957 UDCon26 200 16.1309 UDCon26 200
C26 TIES NC20X20 Top 0.8115 UDCon26 200 1.8149 UDCon26 200
C26 TIES NC20X20 Bottom 0.8115 UDCon26 200 1.8149 UDCon26 200
C27 TIES NC20X20 Top 15.0021 UDCon26 200 6.0257 UDCon26 200
C27 TIES NC20X20 Bottom 15.0021 UDCon26 200 6.0257 UDCon26 200
C28 TIES NC20X20 Top 6.9166 UDCon26 200 18.2336 UDCon26 200
C28 TIES NC20X20 Bottom 6.9166 UDCon26 200 18.2336 UDCon26 200
C29 TIES NC20X20 Top 12.6217 UDCon26 200 13.7956 UDCon26 200
C29 TIES NC20X20 Bottom 12.6217 UDCon26 200 13.7956 UDCon26 200
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Table 6.5 - Concrete Column Shear Envelope (continued)
Label Story Section LocationV Major
kN
Major
Combo
At
Major
mm²/m
V Minor
kN
Minor
Combo
At
Minor
mm²/m
C30 TIES NC20X40 Top 3.3793 UDCon26 200 16.3142 UDCon26 400
C30 TIES NC20X40 Bottom 3.3793 UDCon26 200 16.3142 UDCon26 400
C31 TIES NC20X40 Top 21.9855 UDCon26 200 6.1708 UDCon26 400
C31 TIES NC20X40 Bottom 21.9855 UDCon26 200 6.1708 UDCon26 400
Table 6.6 - Concrete Beam Flexure Envelope
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B11 TOP End-I B20X60 -93.2219 UDCon20 563 57.9344 UDCon23 339
B11 TOP Middle B20X60 -14.1827 UDCon23 130 42.1438 UDCon19 246
B11 TOP End-J B20X60 -97.679 UDCon19 592 62.0714 UDCon24 363
B14 TOP End-I B20X60 -95.9832 UDCon20 581 42.4344 UDCon23 248
B14 TOP Middle B20X60 -21.0333 UDCon23 130 43.8404 UDCon20 256
B14 TOP End-J B20X60 -89.4423 UDCon19 538 47.4652 UDCon24 278
B15 TOP End-I B20X60 -98.5165 UDCon26 598 101.249 UDCon21 616
B15 TOP Middle B20X60 -46.4933 UDCon26 272 59.5702 UDCon21 348
B15 TOP End-J B20X60 -6.9613 UDCon25 130 8.9122 UDCon26 130
B16 TOP End-I B20X60 -3.4078 UDCon26 130 5.6114 UDCon25 130
B16 TOP Middle B20X60 0 0
B16 TOP End-J B20X60 -3.3691 UDCon26 130 5.5958 UDCon25 130
B17 TOP End-I B20X60 -33.5483 UDCon26 196 35.6589 UDCon21 209
B17 TOP Middle B20X60 -10.416 UDCon25 130 24.4988 UDCon22 143
B17 TOP End-J B20X60 -29.3949 UDCon25 172 37.8459 UDCon22 221
B18 TOP End-I B20X60 -3.2425 UDCon25 130 6.1753 UDCon26 130
B18 TOP Middle B20X60 0 0
B18 TOP End-J B20X60 -3.2166 UDCon25 130 6.1629 UDCon26 130
B19 TOP End-I B20X60 -8.0619 U DCon25 130 11.1758 UDCon26 130
B19 TOP Middle B20X60 0 0
B19 TOP End-J B20X60 -3.5946 UDCon25 130 5.976 UDCon26 130
B1 ROOF End-I B40X60 -176.2947 UDCon22 1058 91.8479 UDCon25 537
B1 ROOF Middle B40X60 -48.8003 UDCon26 285 61.3271 UDCon21 359
B1 ROOF End-J B40X60 -117.642 UDCon21 688 76.9489 UDCon26 450
B2 ROOF End-I B40X60 -137.0489 UDCon22 807 66.3267 UDCon25 388
B2 ROOF Middle B40X60 -17.0674 UDCon25 260 60.3088 UDCon22 353
B2 ROOF End-J B40X60 -134.289 UDCon21 790 102.245 UDCon26 598
B3 ROOF End-I B40X60 -166.0049 UDCon22 992 111.503 UDCon25 652
B3 ROOF Middle B40X60 -45.1422 UDCon26 264 67.532 UDCon21 395
B3 ROOF End-J B40X60 -158.3133 UDCon21 942 134.1496 UDCon26 789
B4 ROOF End-I B40X60 -158.1895 UDCon20 941 154.0276 UDCon23 915
B4 ROOF Middle B40X60 -86.3347 UDCon20 505 74.4946 UDCon23 436
B4 ROOF End-J B40X60 -156.4539 UDCon19 930 57.2316 UDCon24 335
B5 ROOF End-I B40X60 -198.1708 UDCon20 1203 48.2193 UDCon19 282
B5 ROOF Middle B40X60 0 UDCon26 0 117.637 UDCon2 688
B5 ROOF End-J B40X60 -198.0958 UDCon19 1203 81.2135 UDCon20 475
B6 ROOF End-I B40X60 -92.997 UDCon22 544 11.2039 UDCon25 260
B6 ROOF Middle B40X60 -19.4638 UDCon25 260 86.2477 UDCon22 504
B6 ROOF End-J B40X60 -138.2438 UDCon21 815 77.5373 UDCon22 453
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B7 ROOF End-I B40X60 -131.8086 UDCon22 775 87.8659 UDCon25 514
B7 ROOF Middle B40X60 -51.8258 UDCon26 303 65.8473 UDCon21 385
B7 ROOF End-J B40X60 -90.2708 UDCon21 528 9.9111 UDCon26 260
B8 ROOF End-I B40X60 -124.9332 UDCon22 732 78.1334 UDCon25 457
B8 ROOF Middle B40X60 -46.3517 UDCon25 271 71.5817 UDCon22 419
B8 ROOF End-J B40X60 -129.0897 UDCon21 758 125.4218 UDCon26 735
B9 ROOF End-I B20X60 -85.4072 UDCon22 511 58.3167 UDCon25 341
B9 ROOF Middle B20X60 -3.5554 UDCon25 130 16.4177 UDCon26 130
B9 ROOF End-J B20X60 -63.6187 UDCon25 373 67.9403 UDCon22 400
B10 ROOF End-I B20X60 -105.2893 UDCon20 643 42.8614 UDCon19 251
B10 ROOF Middle B20X60 -7.9576 UDCon23 130 50.7575 UDCon2 297
B10 ROOF End-J B20X60 -114.0141 UDCon19 703 45.458 UDCon20 266
B11 ROOF End-I B20X60 -116.5237 UDCon20 721 57.1216 UDCon23 334
B11 ROOF Middle B20X60 -20.0787 UDCon23 130 56.5141 UDCon20 330
B11 ROOF End-J B20X60 -98.209 UDCon19 596 60.571 UDCon20 354
B12 ROOF End-I B20X60 -82.3448 UDCon22 492 56.9394 UDCon25 333
B12 ROOF Middle B20X60 -27.7135 UDCon26 162 37.1577 UDCon21 217
B12 ROOF End-J B20X60 -76.5472 UDCon21 454 50.5674 UDCon26 296
B13 ROOF End-I B20X60 -102.9454 UDCon22 627 73.2404 UDCon25 433
B13 ROOF Middle B20X60 -27.9871 UDCon25 164 37.8136 UDCon22 221
B13 ROOF End-J B20X60 -89.1929 UDCon25 536 94.5867 UDCon22 572
B14 ROOF End-I B20X60 -99.084 UDCon20 602 50.2827 UDCon23 294
B14 ROOF Middle B20X60 -19.1169 UDCon23 130 37.7153 UDCon20 221
B14 ROOF End-J B20X60 -116.702 UDCon19 722 65.0309 UDCon24 382
B15 ROOF End-I B20X60 -99.2176 UDCon22 602 98.7817 UDCon25 599
B15 ROOF Middle B20X60 -24.6412 UDCon26 144 38.3457 UDCon21 224
B15 ROOF End-J B20X60 -34.0437 UDCon21 199 32.225 UDCon26 188
B1 4TH End-I B40X60 -241.3149 UDCon22 1499 132.3994 UDCon25 778
B1 4TH Middle B40X60 -63.9737 UDCon26 374 80.9213 UDCon21 473
B1 4TH End-J B40X60 -190.5375 UDCon21 1152 136.7419 UDCon26 805
B2 4TH End-I B40X60 -221.2802 UDCon22 1360 120.7986 UDCon25 706
B2 4TH Middle B40X60 -17.5215 UDCon25 260 73.4643 UDCon22 430
B2 4TH End-J B40X60 -182.2548 UDCon21 1098 141.7594 UDCon26 837
B3 4TH End-I B40X60 -211.8521 UDCon22 1295 143.5896 UDCon25 849
B3 4TH Middle B40X60 -58.0507 UDCon26 339 88.7977 UDCon21 519
B3 4TH End-J B40X60 -203.5066 UDCon21 1239 163.2542 UDCon26 974B4 4TH End-I B40X60 -204.4706 UDCon20 1245 191.8048 UDCon23 1161
B4 4TH Middle B40X60 -95.4064 UDCon20 558 84.2841 UDCon23 493
B4 4TH End-J B40X60 -225.7078 UDCon19 1390 146.3933 UDCon24 866
B5 4TH End-I B40X60 -297.0304 UDCon20 1907 69.8509 UDCon19 408
B5 4TH Middle B40X60 -4.4907 UDCon23 260 139.1277 UDCon2 820
B5 4TH End-J B40X60 -288.9898 UDCon19 1846 94.4966 UDCon20 553
B6 4TH End-I B40X60 -149.8254 UDCon22 888 26.4738 UDCon25 260
B6 4TH Middle B40X60 -28.8678 UDCon25 260 102.016 UDCon22 597
B6 4TH End-J B40X60 -199.8135 UDCon21 1214 91.0783 UDCon22 533
B7 4TH End-I B40X60 -169.3424 UDCon22 1013 113.3021 UDCon25 663
B7 4TH Middle B40X60 -60.3332 UDCon26 353 81.9516 UDCon21 479
B7 4TH End-J B40X60 -137.8495 UDCon21 812 41.4388 UDCon26 260
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B8 4TH End-I B40X60 -206.075 UDCon22 1256 142.1081 UDCon25 839
B8 4TH Middle B40X60 -55.5434 UDCon25 325 88.2866 UDCon22 516
B8 4TH End-J B40X60 -174.1771 UDCon21 1045 169.8851 UDCon26 1017
B9 4TH End-I B20X60 -108.227 UDCon22 663 76.808 UDCon25 456
B9 4TH Middle B20X60 -6.6508 UDCon25 130 26.7701 UDCon22 157
B9 4TH End-J B20X60 -85.9034 UDCon25 515 92.0612 UDCon22 555
B10 4TH End-I B20X60 -157.9964 UDCon20 1026 52.6111 UDCon19 308
B10 4TH Middle B20X60 -5.2608 U DCon23 130 60.3019 UDCon2 353
B10 4TH End-J B20X60 -141.0531 UDCon19 897 54.3708 UDCon20 318
B11 4TH End-I B20X60 -125.6431 UDCon20 785 65.3103 UDCon23 384
B11 4TH Middle B20X60 -22.293 UDCon23 130 61.3354 UDCon20 359
B11 4TH End-J B20X60 -107.4244 UDCon19 658 67.3838 UDCon20 397
B12 4TH End-I B20X60 -99.3135 UDCon22 603 68.8403 UDCon25 406
B12 4TH Middle B20X60 -29.5706 UDCon26 173 41.9346 UDCon21 245
B12 4TH End-J B20X60 -112.8876 UDCon21 695 83.1178 UDCon26 497
B13 4TH End-I B20X60 -73.0476 UDCon22 432 44.1004 UDCon25 258
B13 4TH Middle B20X60 -16.3535 UDCon25 130 28.3034 UDCon22 166
B13 4TH End-J B20X60 -58.3113 UDCon25 341 59.2546 UDCon22 347
B14 4TH End-I B20X60 -112.7999 UDCon20 695 51.6165 UDCon23 302
B14 4TH Middle B20X60 -18.8105 UDCon23 130 43.3987 UDCon20 254
B14 4TH End-J B20X60 -132.0318 UDCon19 831 67.3904 UDCon24 397
B15 4TH End-I B20X60 -81.4524 UDCon26 486 82.9333 UDCon21 495
B15 4TH Middle B20X60 -8.5028 UDCon25 130 34.7468 UDCon21 203
B15 4TH End-J B20X60 -28.8548 UDCon21 169 27.3892 UDCon22 160
B1 3RD End-I B40X60 -257.1375 UDCon22 1612 153.1878 UDCon25 909
B1 3RD Middle B40X60 -70.9258 UDCon26 415 89.5516 UDCon21 524
B1 3RD End-J B40X60 -206.6845 UDCon21 1260 148.7985 UDCon26 881
B2 3RD End-I B40X60 -235.8337 UDCon22 1461 136.1303 UDCon25 802
B2 3RD Middle B40X60 -22.9045 UDCon25 260 78.5561 UDCon22 459
B2 3RD End-J B40X60 -200.26 UDCon21 1217 159.282 UDCon26 948
B3 3RD End-I B40X60 -235.5358 UDCon22 1459 167.6185 UDCon25 1002
B3 3RD Middle B40X60 -67.7455 UDCon26 396 98.7875 UDCon21 578
B3 3RD End-J B40X60 -229.3779 UDCon21 1416 189.3319 UDCon26 1144
B4 3RD End-I B40X60 -226.9688 UDCon20 1399 216.9494 UDCon23 1330
B4 3RD Middle B40X60 -107.0588 UDCon20 626 95.9385 UDCon23 561
B4 3RD End-J B40X60 -244.3094 UDCon19 1520 160.3594 UDCon24 955B5 3RD End-I B40X60 -301.8927 UDCon20 1944 70.9102 UDCon19 415
B5 3RD Middle B40X60 -6.8401 UDCon23 260 139.531 UDCon2 823
B5 3RD End-J B40X60 -293.099 UDCon19 1877 100.5638 UDCon20 588
B6 3RD End-I B40X60 -150.7724 UDCon22 894 25.8969 UDCon25 260
B6 3RD Middle B40X60 -27.9218 UDCon25 260 102.3003 UDCon22 598
B6 3RD End-J B40X60 -196.8108 UDCon21 1194 91.8068 UDCon22 537
B7 3RD End-I B40X60 -165.9947 UDCon22 992 114.7201 UDCon25 671
B7 3RD Middle B40X60 -59.2052 UDCon26 346 82.8145 UDCon21 484
B7 3RD End-J B40X60 -139.857 UDCon21 825 39.0655 UDCon26 260
B8 3RD End-I B40X60 -201.2971 UDCon22 1224 140.744 UDCon25 831
B8 3RD Middle B40X60 -56.6977 UDCon25 332 88.1663 UDCon22 516
B8 3RD End-J B40X60 -176.22 UDCon21 1058 168.4892 UDCon26 1008
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B9 3RD End-I B20X60 -122.0176 UDCon22 759 91.8226 UDCon25 553
B9 3RD Middle B20X60 -9.0663 UDCon25 130 29.9708 UDCon21 175
B9 3RD End-J B20X60 -100.2041 UDCon25 609 104.7073 UDCon22 639
B10 3RD End-I B20X60 -161.826 UDCon20 1057 55.8629 UDCon19 327
B10 3RD Middle B20X60 -8.0986 UDCon23 130 61.2034 UDCon20 358
B10 3RD End-J B20X60 -148.9944 UDCon19 957 57.7781 UDCon20 338
B11 3RD End-I B20X60 -134.6751 UDCon20 850 73.7981 UDCon23 437
B11 3RD Middle B20X60 -25.8316 UDCon23 151 65.0251 UDCon20 382
B11 3RD End-J B20X60 -114.5677 UDCon19 707 72.8909 UDCon20 431
B12 3RD End-I B20X60 -99.4138 UDCon22 604 69.8365 UDCon25 412
B12 3RD Middle B20X60 -30.1068 UDCon26 176 42.8278 UDCon21 250
B12 3RD End-J B20X60 -112.2473 UDCon21 691 81.1778 UDCon26 484
B13 3RD End-I B20X60 -85.172 U DCon22 510 55.1706 UDCon25 323
B13 3RD Middle B20X60 -20.0812 UDCon25 130 32.3215 UDCon22 189
B13 3RD End-J B20X60 -69.19 UDCon25 408 71.1211 UDCon22 420
B14 3RD End-I B20X60 -120.3543 UDCon20 747 59.2195 UDCon23 346
B14 3RD Middle B20X60 -21.1352 UDCon23 130 45.7444 UDCon20 268
B14 3RD End-J B20X60 -142.8957 UDCon19 911 76.1521 UDCon24 452
B15 3RD End-I B20X60 -95.8807 UDCon22 580 92.7928 UDCon25 560
B15 3RD Middle B20X60 -9.8229 UDCon25 130 38.1972 UDCon21 223
B15 3RD End-J B20X60 -31.3642 UDCon21 183 30.8724 UDCon26 181
B1 2ND End-I B40X60 -265.6161 UDCon22 1673 166.6134 UDCon25 996
B1 2ND Middle B40X60 -74.6369 UDCon26 436 94.8716 UDCon21 555
B1 2ND End-J B40X60 -218.1809 UDCon21 1339 156.2508 UDCon26 929
B2 2ND End-I B40X60 -246.414 UDCon22 1535 146.1147 UDCon25 864
B2 2ND Middle B40X60 -47.8743 UDCon26 280 81.3153 UDCon22 476
B2 2ND End-J B40X60 -210.5272 UDCon21 1286 170.3362 UDCon26 1020
B3 2ND End-I B40X60 -250.5588 UDCon22 1565 182.6414 UDCon25 1100
B3 2ND Middle B40X60 -74.1084 UDCon26 433 105.028 UDCon21 614
B3 2ND End-J B40X60 -245.3899 UDCon21 1528 204.9889 UDCon26 1249
B4 2ND End-I B40X60 -234.0241 UDCon20 1448 227.4729 UDCon23 1403
B4 2ND Middle B40X60 -110.166 UDCon20 644 100.2417 UDCon23 586
B4 2ND End-J B40X60 -252.1741 UDCon19 1576 168.3979 UDCon24 1007
B5 2ND End-I B40X60 -301.8964 UDCon20 1944 70.1109 UDCon19 410
B5 2ND Middle B40X60 -8.4413 UDCon23 260 138.4129 UDCon2 816
B5 2ND End-J B40X60 -296.4328 UDCon19 1902 100.3765 UDCon20 587B6 2ND End-I B40X60 -146.2931 UDCon22 866 23.1734 UDCon25 260
B6 2ND Middle B40X60 -25.5383 UDCon25 260 98.8745 UDCon22 578
B6 2ND End-J B40X60 -190.8413 UDCon21 1154 86.6859 UDCon22 507
B7 2ND End-I B40X60 -153.6019 UDCon22 912 108.3933 UDCon25 634
B7 2ND Middle B40X60 -53.7847 UDCon26 315 80.2081 UDCon21 469
B7 2ND End-J B40X60 -135.3755 UDCon21 797 30.1438 UDCon26 260
B8 2ND End-I B40X60 -189.1096 UDCon22 1143 133.1968 UDCon25 783
B8 2ND Middle B40X60 -54.1231 UDCon25 317 83.9065 UDCon22 491
B8 2ND End-J B40X60 -170.178 UDCon21 1019 157.9501 UDCon26 940
B9 2ND End-I B20X60 -130.908 UDCon22 823 102.1884 UDCon25 622
B9 2ND Middle B20X60 -10.9273 UDCon25 130 32.1944 UDCon21 188
B9 2ND End-J B20X60 -110.3035 UDCon25 678 113.4849 UDCon22 700
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B10 2ND End-I B20X60 -165.3159 UDCon20 1084 56.3545 UDCon19 330
B10 2ND Middle B20X60 -8.8091 UDCon23 130 61.3499 UDCon20 359
B10 2ND End-J B20X60 -150.961 UDCon19 972 58.2262 UDCon20 341
B11 2ND End-I B20X60 -135.7129 UDCon20 858 74.7881 UDCon23 443
B11 2ND Middle B20X60 -25.9515 UDCon23 152 65.3521 UDCon20 384
B11 2ND End-J B20X60 -115.3562 UDCon19 712 73.4129 UDCon20 434
B12 2ND End-I B20X60 -93.7088 UDCon22 566 65.8785 UDCon25 387
B12 2ND Middle B20X60 -27.9327 UDCon26 163 41.3781 UDCon21 242
B12 2ND End-J B20X60 -107.1437 UDCon21 656 74.3811 UDCon26 441
B13 2ND End-I B20X60 -88.6686 UDCon22 533 57.5687 UDCon25 337
B13 2ND Middle B20X60 -20.59 UDCon25 130 33.1687 UDCon22 194
B13 2ND End-J B20X60 -70.6909 UDCon25 417 73.6666 UDCon22 436
B14 2ND End-I B20X60 -120.8143 UDCon20 751 60.661 UDCon23 355
B14 2ND Middle B20X60 -21.1149 UDCon23 130 45.9765 UDCon20 269
B14 2ND End-J B20X60 -144.7531 UDCon19 925 77.2249 UDCon24 459
B15 2ND End-I B20X60 -96.9094 UDCon22 587 88.3796 UDCon25 531
B15 2ND Middle B20X60 -22.2882 UDCon26 130 36.3454 UDCon21 213
B15 2ND End-J B20X60 -29.9425 UDCon25 175 31.3958 UDCon22 184
B1 1ST End-I B40X60 -224.1122 UDCon22 1379 135.5701 UDCon25 798
B1 1ST Middle B40X60 -59.1699 UDCon26 346 82.4785 UDCon21 482
B1 1ST End-J B40X60 -191.9607 UDCon21 1162 120.6198 UDCon26 705
B2 1ST End-I B40X60 -211.7517 UDCon22 1295 115.693 UDCon25 677
B2 1ST Middle B40X60 -18.6784 UDCon25 260 72.1359 UDCon22 422
B2 1ST End-J B40X60 -181.444 UDCon21 1092 137.4757 UDCon26 810
B3 1ST End-I B40X60 -215.0795 UDCon22 1317 151.4069 UDCon25 898
B3 1ST Middle B40X60 -59.6371 UDCon26 349 92.6556 UDCon21 542
B3 1ST End-J B40X60 -212.4019 UDCon21 1299 169.002 UDCon26 1011
B4 1ST End-I B40X60 -191.257 UDCon24 1157 192.6553 UDCon19 1166
B4 1ST Middle B40X60 -92.959 UDCon19 544 82.8967 UDCon23 485
B4 1ST End-J B40X60 -228.7279 UDCon19 1411 124.7436 UDCon24 731
B5 1ST End-I B40X60 -274.1462 UDCon20 1736 61.9646 UDCon19 362
B5 1ST Middle B40X60 0 UDCon26 0 138.8715 UDCon2 819
B5 1ST End-J B40X60 -263.8869 UDCon19 1661 91.379 UDCon20 534
B6 1ST End-I B40X60 -127.3153 UDCon22 747 15.5111 UDCon25 260
B6 1ST Middle B40X60 -6.3708 UDCon25 260 86.0203 UDCon22 503
B6 1ST End-J B40X60 -149.1006 UDCon21 883 66.5503 UDCon22 389B7 1ST End-I B40X60 -106.2081 UDCon22 621 71.148 UDCon25 416
B7 1ST Middle B40X60 -11.3791 UDCon26 260 61.0124 UDCon21 357
B7 1ST End-J B40X60 -118.7348 UDCon21 694 1.9293 UDCon26 260
B8 1ST End-I B40X60 -135.2294 UDCon22 796 85.2963 UDCon25 499
B8 1ST Middle B40X60 -33.5002 UDCon25 260 61.0236 UDCon22 357
B8 1ST End-J B40X60 -121.0744 UDCon21 708 102.7706 UDCon26 601
B9 1ST End-I B20X60 -112.1716 UDCon22 690 86.4172 UDCon25 518
B9 1ST Middle B20X60 -8.3673 UDCon25 130 28.8401 UDCon21 169
B9 1ST End-J B20X60 -95.0239 UDCon21 574 94.9597 UDCon26 574
B10 1ST End-I B20X60 -142.7316 UDCon20 910 49.8274 UDCon19 291
B10 1ST Middle B20X60 -2.7883 U DCon23 130 61.3811 UDCon2 359
B10 1ST End-J B20X60 -135.1462 UDCon19 854 49.712 UDCon20 291
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B11 1ST End-I B20X60 -117.8374 UDCon20 730 55.4292 UDCon23 324
B11 1ST Middle B20X60 -17.4995 UDCon23 130 57.6137 UDCon20 337
B11 1ST End-J B20X60 -98.2738 UDCon19 596 62.0153 UDCon20 363
B12 1ST End-I B20X60 -67.3789 UDCon22 397 41.0878 UDCon25 240
B12 1ST Middle B20X60 -10.4036 UDCon25 130 30.7938 UDCon21 180
B12 1ST End-J B20X60 -79.6697 UDCon21 474 44.9761 UDCon26 263
B13 1ST End-I B20X60 -78.0412 UDCon22 464 47.6999 UDCon25 279
B13 1ST Middle B20X60 -15.6521 UDCon25 130 29.4355 UDCon22 172
B13 1ST End-J B20X60 -57.7981 UDCon25 338 62.51 UDCon22 366
B14 1ST End-I B20X60 -101.1193 UDCon20 615 42.0646 UDCon23 246
B14 1ST Middle B20X60 -15.112 UDCon23 130 39.2253 UDCon20 229
B14 1ST End-J B20X60 -122.8426 UDCon19 765 49.9183 UDCon24 292
B15 1ST End-I B20X60 -79.4409 UDCon22 473 67.2238 UDCon25 396
B15 1ST Middle B20X60 -6.2542 UDCon25 130 29.4096 UDCon21 172
B15 1ST End-J B20X60 -21.6126 UDCon25 130 26.0058 UDCon22 152
B1 TIES End-I B40X60 -166.3688 UDCon22 994 84.4521 UDCon21 494
B1 TIES Middle B40X60 -23.0614 UDCon25 260 86.4798 UDCon21 506
B1 TIES End-J B40X60 -183.7406 UDCon21 1107 85.1469 UDCon26 498
B2 TIES End-I B40X60 -183.9291 UDCon22 1109 80.6069 UDCon25 471
B2 TIES Middle B40X60 -5.9733 UDCon25 260 78.1336 UDCon22 457
B2 TIES End-J B40X60 -151.9601 UDCon21 902 103.8331 UDCon22 607
B3 TIES End-I B40X60 -143.9329 UDCon22 851 124.3753 UDCon25 728
B3 TIES Middle B40X60 -66.171 UDCon22 387 65.6386 UDCon25 384
B3 TIES End-J B40X60 -134.0882 UDCon25 789 134.1913 UDCon22 789
B4 TIES End-I B40X60 -138.4191 UDCon20 816 127.0115 UDCon23 745
B4 TIES Middle B40X60 -59.8762 UDCon24 350 64.7607 UDCon19 379
B4 TIES End-J B40X60 -142.1472 UDCon23 839 147.7892 UDCon20 875
B6 TIES End-I B40X60 -48.7267 UDCon22 285 11.3078 UDCon25 260
B6 TIES Middle B40X60 -20.0488 UDCon25 260 24.4373 UDCon26 260
B6 TIES End-J B40X60 -54.6592 UDCon21 320 31.2591 UDCon26 260
B7 TIES End-I B40X60 -66.0121 UDCon22 386 36.6404 UDCon25 260
B7 TIES Middle B40X60 -7.7837 U DCon25 260 22.535 UDCon26 260
B7 TIES End-J B40X60 -62.8302 UDCon21 367 16.4426 UDCon26 260
B8 TIES End-I B40X60 -91.3119 UDCon22 534 53.1417 UDCon21 311
B8 TIES Middle B40X60 -13.3484 UDCon25 260 31.3519 UDCon26 260
B8 TIES End-J B40X60 -74.2027 UDCon21 434 49.6212 UDCon26 290B9 TIES End-I B20X60 -88.6583 UDCon22 533 75.4682 UDCon25 448
B9 TIES Middle B20X60 -7.725 UDCon25 130 26.5401 UDCon21 155
B9 TIES End-J B20X60 -83.1171 UDCon21 497 76.5734 UDCon26 455
B10 TIES End-I B20X60 -66.222 U DCon20 389 45.661 UDCon23 267
B10 TIES Middle B20X60 -28.3617 UDCon24 166 28.4331 UDCon19 166
B10 TIES End-J B20X60 -55.2564 UDCon19 323 44.7339 UDCon24 262
B11 TIES End-I B20X60 -87.8384 UDCon20 527 41.3594 UDCon19 242
B11 TIES Middle B20X60 -5.1904 UDCon23 130 43.8555 UDCon19 256
B11 TIES End-J B20X60 -86.3722 UDCon19 518 40.4439 UDCon20 237
B12 TIES End-I B20X60 -39.2966 UDCon22 230 25.9783 UDCon21 152
B12 TIES Middle B20X60 -9.8589 UDCon25 130 25.2898 UDCon21 148
B12 TIES End-J B20X60 -56.8077 UDCon21 332 13.6293 UDCon26 130
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Design Data 19-Jun-2016
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B13 TIES End-I B20X60 -56.9114 UDCon22 333 29.7431 UDCon25 174
B13 TIES Middle B20X60 -12.8499 UDCon25 130 10.7561 UDCon26 130
B13 TIES End-J B20X60 -44.1872 UDCon25 258 51.0511 UDCon22 299
B14 TIES End-I B20X60 -112.6555 UDCon20 694 48.076 UDCon19 281
B14 TIES Middle B20X60 -9.8243 UDCon23 130 72.4812 UDCon19 429
B14 TIES End-J B20X60 -120.1569 UDCon19 746 28.4546 UDCon24 166
B15 TIES End-I B20X60 -48.6342 UDCon22 284 15.1985 UDCon25 130
B15 TIES Middle B20X60 -5.3258 UDCon26 130 7.6637 UDCon26 130
B15 TIES End-J B20X60 -25.1557 UDCon21 147 21.8631 UDCon26 130
B20 TIES End-I B40X60 -74.5607 UDCon20 436 59.7085 UDCon23 349
B20 TIES Middle B40X60 -46.2986 UDCon20 271 45.8183 UDCon23 268
B20 TIES End-J B40X60 -5.0682 U DCon26 260 7.2163 UDCon24 260
B21 TIES End-I B40X60 -7.5802 U DCon26 260 3.6461 UDCon25 260
B21 TIES Middle B40X60 -61.8752 UDCon23 362 62.6051 UDCon20 366
B21 TIES End-J B40X60 -101.2622 UDCon19 592 85.8572 UDCon24 502
B22 TIES End-I B20X60 -44.3184 UDCon20 259 6.8207 UDCon26 130
B22 TIES Middle B20X60 0 UDCon26 0 9.5427 UDCon26 130
B22 TIES End-J B20X60 -41.6638 UDCon19 244 0.4167 UDCon24 130
B23 TIES End-I B20X60 -52.489 U DCon20 307 7.8424 UDCon26 130
B23 TIES Middle B20X60 -1.2942 UDCon26 130 3.8903 UDCon26 130
B23 TIES End-J B20X60 -48.8029 UDCon19 285 2.3606 UDCon24 130
B24 TIES End-I B20X60 -8.6636 UDCon25 130 28.1227 UDCon19 164
B24 TIES Middle B20X60 -11.8236 UDCon26 130 14.6168 UDCon25 130
B24 TIES End-J B20X60 -36.4979 UDCon19 213 28.9789 UDCon24 169
B25 TIES End-I B20X60 -37.0023 UDCon20 216 0 UDCon26 0
B25 TIES Middle B20X60 -9.5297 UDCon26 130 0 UDCon26 0
B25 TIES End-J B20X60 -10.6677 UDCon23 130 25.1668 UDCon20 147
B26 TIES End-I B20X60 -48.0641 UDCon20 281 4.8679 UDCon26 130
B26 TIES Middle B20X60 0 UDCon26 0 24.2329 UDCon19 142
B26 TIES End-J B20X60 -35.8857 UDCon22 210 3.4284 UDCon26 130
B27 TIES End-I B20X60 -49.0684 UDCon20 287 9.3943 UDCon26 130
B27 TIES Middle B20X60 0 UDCon26 0 28.0598 UDCon19 164
B27 TIES End-J B20X60 -55.263 U DCon19 323 5.4016 UDCon25 130
B28 TIES End-I B20X60 -47.0713 UDCon22 275 42.2151 UDCon25 247
B28 TIES Middle B20X60 -5.5561 UDCon26 130 34.9888 UDCon21 205
B28 TIES End-J B20X60 -37.6775 UDCon21 220 0 UDCon26 0B29 TIES End-I B20X60 -31.8207 UDCon22 186 3.6075 UDCon26 130
B29 TIES Middle B20X60 -17.8959 UDCon25 130 61.1081 UDCon22 358
B29 TIES End-J B20X60 -55.9719 UDCon25 327 62.174 UDCon22 364
B30 TIES End-I B20X60 -54.7624 UDCon20 320 6.0903 UDCon26 130
B30 TIES Middle B20X60 0 UDCon26 0 36.3912 UDCon19 213
B30 TIES End-J B20X60 -29.6894 UDCon19 174 0.9138 UDCon25 130
B31 TIES End-I B20X60 -45.3356 UDCon20 265 8.0358 UDCon26 130
B31 TIES Middle B20X60 0 UDCon26 0 35.3591 UDCon19 207
B31 TIES End-J B20X60 -42.5596 UDCon19 249 2.3 UDCon26 130
B32 TIES End-I B20X60 -31.3857 UDCon22 184 0 UDCon26 0
B32 TIES Middle B20X60 -1.5872 UDCon26 130 0 UDCon26 0
B32 TIES End-J B20X60 -3.5697 U DCon26 130 0.0884 UDCon26 130
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Design Data 19-Jun-2016
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B33 TIES End-I B20X60 -4.3184 U DCon25 130 8.0377 UDCon26 130
B33 TIES Middle B20X60 -1.0639 UDCon26 130 0.2008 UDCon26 130
B33 TIES End-J B20X60 -34.787 U DCon22 203 7.7967 UDCon25 130
B34 TIES End-I B20X60 -65.6403 UDCon20 386 57.3736 UDCon23 336
B34 TIES Middle B20X60 -5.8474 UDCon25 130 3.632 UDCon26 130
B34 TIES End-J B20X60 -76.9254 UDCon19 457 72.538 UDCon24 429
B35 TIES End-I B20X60 -78.3178 UDCon20 466 32.1333 UDCon23 188
B35 TIES Middle B20X60 -8.1889 UDCon23 130 32.0712 UDCon19 188
B35 TIES End-J B20X60 -62.2071 UDCon19 364 36.8361 UDCon24 215
B36 TIES End-I B20X60 -87.1654 UDCon20 523 26.6095 UDCon19 156
B36 TIES Middle B20X60 -0.4465 UDCon23 130 37.9413 UDCon19 222
B36 TIES End-J B20X60 -70.9565 UDCon19 419 5.7227 UDCon24 130
B37 TIES End-I B20X60 -63.893 UDCon22 375 15.7571 UDCon25 130
B37 TIES Middle B20X60 -2.9653 UDCon26 130 26.9687 UDCon21 158
B37 TIES End-J B20X60 -9.2616 U DCon25 130 5.2784 UDCon26 130
B38 TIES End-I B20X60 -40.973 UDCon22 240 29.36 UDCon25 172
B38 TIES Middle B20X60 -14.8323 UDCon25 130 24.8704 UDCon21 145
B38 TIES End-J B20X60 -62.6491 UDCon21 367 22.27 UDCon26 130
B39 TIES End-I B20X60 -36.5151 UDCon20 214 36.1434 UDCon23 211
B39 TIES Middle B20X60 -2.9118 UDCon26 130 3.8217 UDCon25 130
B39 TIES End-J B20X60 -40.1907 UDCon19 235 32.1043 UDCon24 188
B40 TIES End-I B20X60 -2.5677 UDCon24 130 23.3795 UDCon19 137
B40 TIES Middle B20X60 0 UDCon26 0 31.7526 UDCon20 186
B40 TIES End-J B20X60 -54.2968 UDCon19 318 7.1581 UDCon24 130
B41 TIES End-I B20X60 -48.29 UDCon24 282 67.3668 UDCon19 396
B41 TIES Middle B20X60 -5.9889 UDCon26 130 5.5603 UDCon25 130
B41 TIES End-J B20X60 -74.0091 UDCon19 438 54.9662 UDCon24 321
B42 TIES End-I B20X60 -38.863 UDCon22 227 29.5328 UDCon25 173
B42 TIES Middle B20X60 -18.5201 UDCon25 130 20.4451 UDCon26 130
B42 TIES End-J B20X60 -47.1144 UDCon21 276 33.7547 UDCon26 197
B43 TIES End-I B20X60 -33.8126 UDCon22 198 4.735 UDCon26 130
B43 TIES Middle B20X60 0 UDCon26 0 36.2252 UDCon21 212
B43 TIES End-J B20X60 -5.0951 U DCon26 130 7.8349 UDCon26 130
B44 TIES End-I B20X60 -33.0008 UDCon20 193 25.209 UDCon19 147
B44 TIES Middle B20X60 0 UDCon26 0 76.0565 UDCon19 451
B44 TIES End-J B20X60 -24.4856 UDCon19 143 32.1249 UDCon20 188B45 TIES End-I B20X60 -50.341 UDCon26 294 54.2967 UDCon21 318
B45 TIES Middle B20X60 -26.2355 UDCon26 153 26.8293 UDCon21 157
B45 TIES End-J B20X60 - 16.744 UDCon25 130 6.809 UDCon26 130
B46 TIES End-I B20X60 0 UDCon26 0 7.0242 UDCon26 130
B46 TIES Middle B20X60 0 UDCon26 0 23.7051 UDCon19 139
B46 TIES End-J B20X60 - 4.6502 UDCon26 130 6.103 UDCon26 130
B47 TIES End-I B20X60 -57.3611 UDCon20 335 26.5316 UDCon19 155
B47 TIES Middle B20X60 0 UDCon26 0 38.2868 UDCon20 224
B47 TIES End-J B20X60 -68.6099 UDCon19 404 27.9693 UDCon20 164
B48 TIES End-I B20X60 -83.7362 UDCon20 501 43.367 UDCon19 254
B48 TIES Middle B20X60 -3.316 UDCon24 130 46.9634 UDCon20 275
B48 TIES End-J B20X60 -82.4312 UDCon19 492 52.1328 UDCon20 305
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Design Data 19-Jun-2016
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B49 TIES End-I B20X60 -174.0947 UDCon22 1156 0 UDCon26 0
B49 TIES Middle B20X60 -3.2643 UDCon26 130 87.6542 UDCon22 526
B49 TIES End-J B20X60 -137.409 UDCon21 870 15.0478 UDCon26 130
B50 TIES End-I B20X60 0 UDCon26 0 10.3274 UDCon26 130
B50 TIES Middle B20X60 0 UDCon26 0 4.5447 UDCon26 130
B50 TIES End-J B20X60 -32.202 UDCon19 188 0 UDCon26 0
B51 TIES End-I B20X60 -0.7728 U DCon26 130 10.454 UDCon26 130
B51 TIES Middle B20X60 -41.9653 UDCon20 245 1.8296 UDCon26 130
B51 TIES End-J B20X60 -62.8683 UDCon19 368 21.8268 UDCon24 130
B52 TIES End-I B20X60 -72.7776 UDCon20 430 36.5654 UDCon19 214
B52 TIES Middle B20X60 -2.2502 UDCon23 130 38.6296 UDCon19 226
B52 TIES End-J B20X60 -74.1956 UDCon19 439 34.8188 UDCon20 204
B53 TIES End-I B20X60 -62.0716 UDCon22 363 23.1612 UDCon21 135
B53 TIES Middle B20X60 -0.9795 UDCon26 130 26.9421 UDCon22 158
B53 TIES End-J B20X60 -49.801 UDCon21 291 25.5509 UDCon22 149
B54 TIES End-I B20X60 -0.8857 U DCon26 130 9.4939 UDCon25 130
B54 TIES Middle B20X60 -24.2545 UDCon20 142 1.9637 UDCon23 130
B54 TIES End-J B20X60 -65.9146 UDCon20 387 0 UDCon26 0
B55 TIES End-I B20X60 -2.3431 U DCon26 130 1.4527 UDCon26 130
B55 TIES Middle B20X60 -6.6806 UDCon25 130 10.0567 UDCon26 130
B55 TIES End-J B20X60 -22.5085 UDCon21 132 6.5449 UDCon26 130
B56 TIES End-I B20X60 0 UDCon26 0 12.4741 UDCon26 130
B56 TIES Middle B20X60 -13.8647 UDCon25 130 9.2883 UDCon26 130
B56 TIES End-J B20X60 -38.8639 UDCon21 227 1.0493 UDCon26 130
B57 TIES End-I B20X60 -66.7109 UDCon21 392 16.3351 UDCon26 130
B57 TIES Middle B20X60 -23.7771 UDCon26 139 30.2422 UDCon21 177
B57 TIES End-J B20X60 -74.3531 UDCon22 440 30.2815 UDCon25 177
B58 TIES End-I B20X60 0 UDCon26 0 5.7967 UDCon26 130
B58 TIES Middle B20X60 -28.2534 UDCon22 165 0.0305 UDCon25 130
B58 TIES End-J B20X60 -50.8863 UDCon22 298 0 UDCon26 0
B59 TIES End-I B20X60 -1.8562 U DCon26 130 1.4516 UDCon26 130
B59 TIES Middle B20X60 -12.6751 UDCon25 130 6.8949 UDCon26 130
B59 TIES End-J B20X60 -29.5735 UDCon21 173 8.3304 UDCon26 130
B60 TIES End-I B20X60 -6.9973 UDCon26 130 13.6437 UDCon26 130
B60 TIES Middle B20X60 -10.382 UDCon25 130 29.2824 UDCon22 171
B60 TIES End-J B20X60 -56.0549 UDCon21 328 8.3695 UDCon26 130B61 TIES End-I B20X60 -5.126 UDCon26 130 0 UDCon26 0
B61 TIES Middle B20X60 -16.6542 UDCon25 130 19.5698 UDCon26 130
B61 TIES End-J B20X60 -33.8065 UDCon21 198 33.036 UDCon26 193
B62 TIES End-I B20X60 -69.7338 UDCon22 411 15.1326 UDCon25 130
B62 TIES Middle B20X60 0 UDCon26 0 47.4153 UDCon21 277
B62 TIES End-J B20X60 -80.3706 UDCon21 479 10.8127 UDCon26 130
B63 TIES End-I B20X60 -28.4829 UDCon20 167 2.6632 UDCon25 130
B63 TIES Middle B20X60 -0.1258 UDCon24 130 4.3435 UDCon26 130
B63 TIES End-J B20X60 - 0.0543 UDCon25 130 1.808 UDCon26 130
B64 TIES End-I B20X60 -43.5472 UDCon20 255 4.4199 UDCon25 130
B64 TIES Middle B20X60 -0.5565 UDCon24 130 3.6905 UDCon26 130
B64 TIES End-J B20X60 -2.4304 U DCon26 130 4.8932 UDCon24 130
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Design Data 19-Jun-2016
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Table 6.6 - Concrete Beam Flexure Envelope (continued)
Label Story Location Section
(-)
Moment
kN-m
(-)
Combo
As Top
mm²
(+)
Moment
kN-m
(+)
Combo
As Bot
mm²
B65 TIES End-I B20X60 -85.9264 UDCon20 515 0 UDCon26 0
B65 TIES Middle B20X60 -32.3485 UDCon20 189 7.0653 UDCon23 130
B65 TIES End-J B20X60 0 UDCon26 0 12.1618 UDCon26 130
B66 TIES End-I B20X60 -27.6591 UDCon20 162 26.7242 UDCon19 156
B66 TIES Middle B20X60 -1.654 UDCon23 130 34.1135 UDCon20 199
B66 TIES End-J B20X60 -72.8075 UDCon19 431 0.3541 UDCon24 130
B67 TIES End-I B20X60 -75.5669 UDCon20 448 0 UDCon26 0
B67 TIES Middle B20X60 -38.4474 UDCon20 225 0 UDCon26 0
B67 TIES End-J B20X60 0 UDCon26 0 34.4627 UDCon20 202
B68 TIES End-I B20X60 -8.2156 U DCon26 130 4.5988 UDCon26 130
B68 TIES Middle B20X60 0 UDCon26 0 26.0806 UDCon19 153
B68 TIES End-J B20X60 -4.876 UDCon26 130 7.0772 UDCon26 130
Table 6.7 - Concrete Beam Shear Envelope
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B11 TOP B20X60 End-I 0 UDCon20 265.7 0 UDCon26 0 0 UDCon26 0
B11 TOP B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 TOP B20X60 End-J 0 UDCon19 332.82 0 UDCon26 0 0 UDCon26 0
B14 TOP B20X60 End-I 0 UDCon20 279.01 0 UDCon26 0 0 UDCon26 0
B14 TOP B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 TOP B20X60 End-I 0 UDCon22 303.85 0 UDCon26 0 0 UDCon26 0
B15 TOP B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B16 TOP B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B16 TOP B20X60 Middle 0 -1000 0 -1000 0 -1
B16 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B17 TOP B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B17 TOP B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B17 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B18 TOP B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B18 TOP B20X60 Middle 0 -1000 0 -1000 0 -1
B18 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B19 TOP B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B19 TOP B20X60 Middle 0 -1000 0 -1000 0 -1
B19 TOP B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 ROOF B40X60 End-I 0 UDCon22 462.81 0 UDCon26 0 0 UDCon26 0
B1 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 ROOF B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 ROOF B40X60 End-I 0 UDCon22 578.12 0 UDCon26 0 0 UDCon26 0
B3 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 ROOF B40X60 End-J 0 UDCon21 447.77 0 UDCon26 0 0 UDCon26 0
B4 ROOF B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B4 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B4 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 ROOF B40X60 End-I 0 UDCon20 435.84 0 UDCon26 0 0 UDCon26 0
B5 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 ROOF B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 ROOF B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 ROOF B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 ROOF B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 ROOF B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B9 ROOF B20X60 End-I 0 UDCon22 463.39 0 UDCon26 0 0 UDCon26 0
B9 ROOF B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B9 ROOF B20X60 End-J 0 UDCon21 503.82 0 UDCon26 0 0 UDCon26 0
B10 ROOF B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 ROOF B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 ROOF B20X60 End-J 0 UDCon19 358.53 0 UDCon26 0 0 UDCon26 0
B11 ROOF B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 ROOF B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 ROOF B20X60 End-J 0 UDCon19 407.25 0 UDCon26 0 0 UDCon26 0
B12 ROOF B20X60 End-I 0 UDCon22 309.82 0 UDCon26 0 0 UDCon26 0
B12 ROOF B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 ROOF B20X60 End-J 0 UDCon21 268.79 0 UDCon26 0 0 UDCon26 0
B13 ROOF B20X60 End-I 0 UDCon22 406.04 0 UDCon26 0 0 UDCon26 0
B13 ROOF B20X60 Middle 0 UDCon22 247.77 0 UDCon26 0 0 UDCon26 0
B13 ROOF B20X60 End-J 0 UDCon21 246.26 0 UDCon26 0 0 UDCon26 0
B14 ROOF B20X60 End-I 0 UDCon20 322.9 0 UDCon26 0 0 UDCon26 0
B14 ROOF B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 ROOF B20X60 End-J 0 UDCon19 269.27 0 UDCon26 0 0 UDCon26 0
B15 ROOF B20X60 End-I 0 UDCon22 684.4 0 UDCon26 0 0 UDCon26 0
B15 ROOF B20X60 Middle 0 UDCon22 254.71 0 UDCon26 0 0 UDCon26 0
B15 ROOF B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 4TH B40X60 End-I 0 UDCon22 792.25 0 UDCon26 0 0 UDCon26 0B1 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 4TH B40X60 End-J 0 UDCon21 572.52 0 UDCon26 0 0 UDCon26 0
B2 4TH B40X60 End-I 0 UDCon22 687.53 0 UDCon26 0 0 UDCon26 0
B2 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 4TH B40X60 End-J 0 UDCon21 663.72 0 UDCon26 0 0 UDCon26 0
B3 4TH B40X60 End-I 0 UDCon22 861.01 0 UDCon26 0 0 UDCon26 0
B3 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 4TH B40X60 End-J 0 UDCon21 702.5 0 UDCon26 0 0 UDCon26 0
B4 4TH B40X60 End-I 0 UDCon23 520.1 0 UDCon26 0 0 UDCon26 0
B4 4TH B40X60 Middle 0 UDCon19 403.83 0 UDCon26 0 0 UDCon26 0
B4 4TH B40X60 End-J 0 UDCon19 623.05 0 UDCon26 0 0 UDCon26 0
B5 4TH B40X60 End-I 0 UDCon20 806.47 0 UDCon26 0 0 UDCon26 0
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Design Data 19-Jun-2016
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B5 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 4TH B40X60 End-J 0 UDCon19 505.39 0 UDCon26 0 0 UDCon26 0
B6 4TH B40X60 End-I 0 UDCon22 447.17 0 UDCon26 0 0 UDCon26 0
B6 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 4TH B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 4TH B40X60 End-I 0 UDCon22 621.81 0 UDCon26 0 0 UDCon26 0
B7 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 4TH B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 4TH B40X60 End-I 0 UDCon22 689.11 0 UDCon26 0 0 UDCon26 0
B8 4TH B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 4TH B40X60 End-J 0 UDCon21 673.49 0 UDCon26 0 0 UDCon26 0
B9 4TH B20X60 End-I 0 UDCon22 654.13 0 UDCon26 0 0 UDCon26 0
B9 4TH B20X60 Middle 0 UDCon22 240.1 0 UDCon26 0 0 UDCon26 0
B9 4TH B20X60 End-J 0 UDCon21 717.3 0 UDCon26 0 0 UDCon26 0
B10 4TH B20X60 End-I 0 UDCon20 342.84 0 UDCon26 0 0 UDCon26 0
B10 4TH B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 4TH B20X60 End-J 0 UDCon19 515.03 0 UDCon26 0 0 UDCon26 0
B11 4TH B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 4TH B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 4TH B20X60 End-J 0 UDCon19 487.18 0 UDCon26 0 0 UDCon26 0
B12 4TH B20X60 End-I 0 UDCon22 427.94 0 UDCon26 0 0 UDCon26 0
B12 4TH B20X60 Middle 0 UDCon21 230.65 0 UDCon26 0 0 UDCon26 0
B12 4TH B20X60 End-J 0 UDCon21 439.91 0 UDCon26 0 0 UDCon26 0
B13 4TH B20X60 End-I 0 UDCon22 254.82 0 UDCon26 0 0 UDCon26 0
B13 4TH B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 4TH B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 4TH B20X60 End-I 0 UDCon20 392.99 0 UDCon26 0 0 UDCon26 0
B14 4TH B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 4TH B20X60 End-J 0 UDCon19 321.34 0 UDCon26 0 0 UDCon26 0
B15 4TH B20X60 End-I 0 UDCon22 598.01 0 UDCon26 0 0 UDCon26 0
B15 4TH B20X60 Middle 0 UDCon22 208.92 0 UDCon26 0 0 UDCon26 0
B15 4TH B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 3RD B40X60 End-I 0 UDCon22 860.88 0 UDCon26 0 0 UDCon26 0
B1 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 3RD B40X60 End-J 0 UDCon21 630.41 0 UDCon26 0 0 UDCon26 0
B2 3RD B40X60 End-I 0 UDCon22 739.24 0 UDCon26 0 0 UDCon26 0B2 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 3RD B40X60 End-J 0 UDCon21 738.9 0 UDCon26 0 0 UDCon26 0
B3 3RD B40X60 End-I 0 UDCon22 963.39 0 UDCon26 0 0 UDCon26 0
B3 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 3RD B40X60 End-J 0 UDCon21 796.63 0 UDCon26 0 0 UDCon26 0
B4 3RD B40X60 End-I 0 UDCon19 641.37 0 UDCon26 0 0 UDCon26 0
B4 3RD B40X60 Middle 0 UDCon19 473.52 0 UDCon26 0 0 UDCon26 0
B4 3RD B40X60 End-J 0 UDCon19 709.99 0 UDCon26 0 0 UDCon26 0
B5 3RD B40X60 End-I 0 UDCon20 824.65 0 UDCon26 0 0 UDCon26 0
B5 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 3RD B40X60 End-J 0 UDCon19 512.99 0 UDCon26 0 0 UDCon26 0
B6 3RD B40X60 End-I 0 UDCon22 445.81 0 UDCon26 0 0 UDCon26 0
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B6 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 3RD B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 3RD B40X60 End-I 0 UDCon22 609.09 0 UDCon26 0 0 UDCon26 0
B7 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 3RD B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 3RD B40X60 End-I 0 UDCon22 672.6 0 UDCon26 0 0 UDCon26 0
B8 3RD B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 3RD B40X60 End-J 0 UDCon21 680.1 0 UDCon26 0 0 UDCon26 0
B9 3RD B20X60 End-I 0 UDCon22 766.33 0 UDCon26 0 0 UDCon26 0
B9 3RD B20X60 Middle 0 UDCon22 290.2 0 UDCon26 0 0 UDCon26 0
B9 3RD B20X60 End-J 0 UDCon21 843.12 0 UDCon26 0 0 UDCon26 0
B10 3RD B20X60 End-I 0 UDCon20 362.53 0 UDCon26 0 0 UDCon26 0
B10 3RD B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 3RD B20X60 End-J 0 UDCon19 540.69 0 UDCon26 0 0 UDCon26 0
B11 3RD B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 3RD B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 3RD B20X60 End-J 0 UDCon19 525.06 0 UDCon26 0 0 UDCon26 0
B12 3RD B20X60 End-I 0 UDCon22 425.32 0 UDCon26 0 0 UDCon26 0
B12 3RD B20X60 Middle 0 UDCon21 230.07 0 UDCon26 0 0 UDCon26 0
B12 3RD B20X60 End-J 0 UDCon21 442.57 0 UDCon26 0 0 UDCon26 0
B13 3RD B20X60 End-I 0 UDCon22 316 0 UDCon26 0 0 UDCon26 0
B13 3RD B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 3RD B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 3RD B20X60 End-I 0 UDCon20 433.85 0 UDCon26 0 0 UDCon26 0
B14 3RD B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 3RD B20X60 End-J 0 UDCon19 372.36 0 UDCon26 0 0 UDCon26 0
B15 3RD B20X60 End-I 0 UDCon22 682.55 0 UDCon26 0 0 UDCon26 0
B15 3RD B20X60 Middle 0 UDCon22 262.52 0 UDCon26 0 0 UDCon26 0
B15 3RD B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 2ND B40X60 End-I 0 UDCon22 901.89 0 UDCon26 0 0 UDCon26 0
B1 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 2ND B40X60 End-J 0 UDCon21 668.98 0 UDCon26 0 0 UDCon26 0
B2 2ND B40X60 End-I 0 UDCon22 773.44 0 UDCon26 0 0 UDCon26 0
B2 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 2ND B40X60 End-J 0 UDCon21 783.2 0 UDCon26 0 0 UDCon26 0
B3 2ND B40X60 End-I 0 UDCon22 1027.22 0 UDCon26 0 0 UDCon26 0B3 2ND B40X60 Middle 0 UDCon22 428.32 0 UDCon26 0 0 UDCon26 0
B3 2ND B40X60 End-J 0 UDCon21 855.63 0 UDCon26 0 0 UDCon26 0
B4 2ND B40X60 End-I 0 UDCon19 700.88 0 UDCon26 0 0 UDCon26 0
B4 2ND B40X60 Middle 0 UDCon19 500.02 0 UDCon26 0 0 UDCon26 0
B4 2ND B40X60 End-J 0 UDCon19 742.33 0 UDCon26 0 0 UDCon26 0
B5 2ND B40X60 End-I 0 UDCon20 827.45 0 UDCon26 0 0 UDCon26 0
B5 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 2ND B40X60 End-J 0 UDCon19 518.4 0 UDCon26 0 0 UDCon26 0
B6 2ND B40X60 End-I 0 UDCon22 425.68 0 UDCon26 0 0 UDCon26 0
B6 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 2ND B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 2ND B40X60 End-I 0 UDCon22 560.81 0 UDCon26 0 0 UDCon26 0
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Design Data 19-Jun-2016
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B7 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 2ND B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 2ND B40X60 End-I 0 UDCon22 621.54 0 UDCon26 0 0 UDCon26 0
B8 2ND B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 2ND B40X60 End-J 0 UDCon21 650.72 0 UDCon26 0 0 UDCon26 0
B9 2ND B20X60 End-I 0 UDCon22 840.57 0 UDCon26 0 0 UDCon26 0
B9 2ND B20X60 Middle 0 UDCon22 323.83 0 UDCon26 0 0 UDCon26 0
B9 2ND B20X60 End-J 0 UDCon21 931.06 0 UDCon26 0 0 UDCon26 0
B10 2ND B20X60 End-I 0 UDCon20 378.42 0 UDCon26 0 0 UDCon26 0
B10 2ND B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 2ND B20X60 End-J 0 UDCon19 546.3 0 UDCon26 0 0 UDCon26 0
B11 2ND B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 2ND B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 2ND B20X60 End-J 0 UDCon19 535.61 0 UDCon26 0 0 UDCon26 0
B12 2ND B20X60 End-I 0 UDCon22 384.05 0 UDCon26 0 0 UDCon26 0
B12 2ND B20X60 Middle 0 UDCon21 213.59 0 UDCon26 0 0 UDCon26 0
B12 2ND B20X60 End-J 0 UDCon21 420.65 0 UDCon26 0 0 UDCon26 0
B13 2ND B20X60 End-I 0 UDCon22 332.88 0 UDCon26 0 0 UDCon26 0
B13 2ND B20X60 Middle 0 UDCon22 207.2 0 UDCon26 0 0 UDCon26 0
B13 2ND B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 2ND B20X60 End-I 0 UDCon20 438.1 0 UDCon26 0 0 UDCon26 0
B14 2ND B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 2ND B20X60 End-J 0 UDCon19 381.96 0 UDCon26 0 0 UDCon26 0
B15 2ND B20X60 End-I 0 UDCon22 681.93 0 UDCon26 0 0 UDCon26 0
B15 2ND B20X60 Middle 0 UDCon22 264.07 0 UDCon26 0 0 UDCon26 0
B15 2ND B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 1ST B40X60 End-I 0 UDCon22 736.17 0 UDCon26 0 0 UDCon26 0
B1 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 1ST B40X60 End-J 0 UDCon21 568.88 0 UDCon26 0 0 UDCon26 0
B2 1ST B40X60 End-I 0 UDCon22 648.41 0 UDCon26 0 0 UDCon26 0
B2 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 1ST B40X60 End-J 0 UDCon21 660.65 0 UDCon26 0 0 UDCon26 0
B3 1ST B40X60 End-I 0 UDCon22 868.23 0 UDCon26 0 0 UDCon26 0
B3 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 1ST B40X60 End-J 0 UDCon21 731.23 0 UDCon26 0 0 UDCon26 0
B4 1ST B40X60 End-I 0 UDCon19 560.24 0 UDCon26 0 0 UDCon26 0B4 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B4 1ST B40X60 End-J 0 UDCon19 609.01 0 UDCon26 0 0 UDCon26 0
B5 1ST B40X60 End-I 0 UDCon20 742.21 0 UDCon26 0 0 UDCon26 0
B5 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B5 1ST B40X60 End-J 0 UDCon19 475.61 0 UDCon26 0 0 UDCon26 0
B6 1ST B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 1ST B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 1ST B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 1ST B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 1ST B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
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Design Data 19-Jun-2016
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B8 1ST B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 1ST B40X60 End-J 0 UDCon21 433.42 0 UDCon26 0 0 UDCon26 0
B9 1ST B20X60 End-I 0 UDCon22 679.45 0 UDCon26 0 0 UDCon26 0
B9 1ST B20X60 Middle 0 UDCon22 255.7 0 UDCon26 0 0 UDCon26 0
B9 1ST B20X60 End-J 0 UDCon21 802.46 0 UDCon26 0 0 UDCon26 0
B10 1ST B20X60 End-I 0 UDCon20 348.06 0 UDCon26 0 0 UDCon26 0
B10 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 1ST B20X60 End-J 0 UDCon19 497.21 0 UDCon26 0 0 UDCon26 0
B11 1ST B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 1ST B20X60 End-J 0 UDCon19 462.02 0 UDCon26 0 0 UDCon26 0
B12 1ST B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 1ST B20X60 End-J 0 UDCon21 291.1 0 UDCon26 0 0 UDCon26 0
B13 1ST B20X60 End-I 0 UDCon22 271.42 0 UDCon26 0 0 UDCon26 0
B13 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 1ST B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 1ST B20X60 End-I 0 UDCon20 323.71 0 UDCon26 0 0 UDCon26 0
B14 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 1ST B20X60 End-J 0 UDCon19 283.05 0 UDCon26 0 0 UDCon26 0
B15 1ST B20X60 End-I 0 UDCon22 528.12 0 UDCon26 0 0 UDCon26 0
B15 1ST B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 1ST B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B1 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B1 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B2 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B3 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B4 TIES B40X60 End-I 0 UDCon20 654.33 0 UDCon26 0 0 UDCon26 0
B4 TIES B40X60 Middle 0 UDCon20 611.2 0 UDCon26 0 0 UDCon26 0
B4 TIES B40X60 End-J 0 UDCon20 523.61 0 UDCon26 0 0 UDCon26 0
B6 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0B6 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B6 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B7 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B8 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B9 TIES B20X60 End-I 0 UDCon22 283.25 0 UDCon26 0 0 UDCon26 0
B9 TIES B20X60 Middle 0 UDCon22 274.52 0 UDCon26 0 0 UDCon26 0
B9 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
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Design Data 19-Jun-2016
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B10 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B10 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B11 TIES B20X60 End-I 0 UDCon20 307.7 0 UDCon26 0 0 UDCon26 0
B11 TIES B20X60 Middle 0 UDCon20 246.65 0 UDCon26 0 0 UDCon26 0
B11 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B12 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B13 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B14 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B15 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B20 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B20 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B20 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B21 TIES B40X60 End-I 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B21 TIES B40X60 Middle 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B21 TIES B40X60 End-J 0 UDCon26 400 0 UDCon26 0 0 UDCon26 0
B22 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B22 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B22 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B23 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B23 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B23 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B24 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B24 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B24 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B25 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B25 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B25 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B26 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0B26 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B26 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B27 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B27 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B27 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B28 TIES B20X60 End-I 0 UDCon22 243.8 0 UDCon26 0 0 UDCon26 0
B28 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B28 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B29 TIES B20X60 End-I 0 UDCon22 558.46 0 UDCon26 0 0 UDCon26 0
B29 TIES B20X60 Middle 0 UDCon22 469.43 0 UDCon26 0 0 UDCon26 0
B29 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B30 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
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Design Data 19-Jun-2016
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B30 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B30 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B31 TIES B20X60 End-I 0 UDCon20 283.4 0 UDCon26 0 0 UDCon26 0
B31 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B31 TIES B20X60 End-J 0 UDCon20 273.29 0 UDCon26 0 0 UDCon26 0
B32 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B32 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B32 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B33 TIES B20X60 End-I 0 UDCon20 225.3 0 UDCon26 0 0 UDCon26 0
B33 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B33 TIES B20X60 End-J 0 UDCon20 211.64 0 UDCon26 0 0 UDCon26 0
B34 TIES B20X60 End-I 0 UDCon20 333.34 0 UDCon26 0 0 UDCon26 0
B34 TIES B20X60 Middle 0 UDCon20 351.12 0 UDCon26 0 0 UDCon26 0
B34 TIES B20X60 End-J 0 UDCon20 275.53 0 UDCon26 0 0 UDCon26 0
B35 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B35 TIES B20X60 Middle 0 UDCon19 257.12 0 UDCon26 0 0 UDCon26 0
B35 TIES B20X60 End-J 0 UDCon19 381.13 0 UDCon26 0 0 UDCon26 0
B36 TIES B20X60 End-I 0 UDCon20 224.67 0 UDCon26 0 0 UDCon26 0
B36 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B36 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B37 TIES B20X60 End-I 0 UDCon22 290.2 0 UDCon26 0 0 UDCon26 0
B37 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B37 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B38 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B38 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B38 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B39 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B39 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B39 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B40 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B40 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B40 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B41 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B41 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B41 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B42 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0B42 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B42 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B43 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B43 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B43 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B44 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B44 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B44 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B45 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B45 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B45 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B46 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B46 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B46 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B47 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B47 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B47 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B48 TIES B20X60 End-I 0 UDCon20 244.78 0 UDCon26 0 0 UDCon26 0
B48 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B48 TIES B20X60 End-J 0 UDCon19 291.5 0 UDCon26 0 0 UDCon26 0
B49 TIES B20X60 End-I 0 UDCon21 446.96 0 UDCon26 0 0 UDCon26 0
B49 TIES B20X60 Middle 0 UDCon21 375.12 0 UDCon26 0 0 UDCon26 0
B49 TIES B20X60 End-J 0 UDCon21 491.72 0 UDCon26 0 0 UDCon26 0
B50 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B50 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B50 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B51 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B51 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B51 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B52 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B52 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B52 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B53 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B53 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B53 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B54 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B54 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B54 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B55 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B55 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B55 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B56 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B56 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B56 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B57 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B57 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B57 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B58 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0B58 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B58 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B59 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B59 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B59 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B60 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B60 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B60 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B61 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B61 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B61 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B62 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
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Table 6.7 - Concrete Beam Shear Envelope (continued)
Label Story Section LocationV
kN
V
Combo
At
mm²/m
T for At
kN-m
T
Combo
At
At
Torsion
mm²/m
T for
As
kN-m
T
Combo
As
As
Torsion
mm²
B62 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B62 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B63 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B63 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B63 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B64 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B64 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B64 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B65 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B65 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B65 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B66 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B66 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B66 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B67 TIES B20X60 End-I 0 UDCon20 280.8 0 UDCon26 0 0 UDCon26 0
B67 TIES B20X60 Middle 0 UDCon20 358.7 0 UDCon26 0 0 UDCon26 0
B67 TIES B20X60 End-J 0 UDCon20 325.14 0 UDCon26 0 0 UDCon26 0
B68 TIES B20X60 End-I 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B68 TIES B20X60 Middle 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
B68 TIES B20X60 End-J 0 UDCon26 200 0 UDCon26 0 0 UDCon26 0
Table 6.8 - Concrete Joint Envelope
Label Story Section
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
RatioC18 TOP C20X100
C19 TOP C40X50
C21 TOP C20X100
C22 TOP C20X100
C1 ROOF C20X100
C2 ROOF C20X100
C3 ROOF C20X100
C4 ROOF C20X100
C5 ROOF C20X100
C6 ROOF C20X100
C7 ROOF C40X50
C8 ROOF C40X50
C9 ROOF C45X45
C10 ROOF C45X45
C11 ROOF C50X50
C12 ROOF C20X100
C13 ROOF C20X100
C14 ROOF C20X100
C15 ROOF C20X100
C16 ROOF C20X100
C17 ROOF C30X100
C18 ROOF C20X100
C19 ROOF C40X50
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Table 6.8 - Concrete Joint Envelope (continued)
Label Story Section
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
C20 ROOF C30X100
C21 ROOF C20X100
C22 ROOF C20X100
C23 ROOF C30X100
C24 ROOF C50X50
C1 4TH C20X100
C2 4TH C20X100
C3 4TH C20X100
C4 4TH C20X100
C5 4TH C20X100
C6 4TH C20X100
C7 4TH C40X50
C8 4TH C40X50
C9 4TH C45X45
C10 4TH C45X45
C11 4TH C50X50
C12 4TH C20X100
C13 4TH C20X100
C14 4TH C20X100
C15 4TH C20X100
C16 4TH C20X100
C17 4TH C30X100
C18 4TH C20X100
C19 4TH C40X50
C20 4TH C30X100
C21 4TH C20X100
C22 4TH C20X100
C23 4TH C30X100
C24 4TH C50X50
C1 3RD C20X100
C2 3RD C20X100
C3 3RD C20X100
C4 3RD C20X100
C5 3RD C20X100
C6 3RD C20X100
C7 3RD C40X50C8 3RD C40X50
C9 3RD C45X45
C10 3RD C45X45
C11 3RD C50X50
C12 3RD C20X100
C13 3RD C20X100
C14 3RD C20X100
C15 3RD C20X100
C16 3RD C20X100
C17 3RD C30X100
C18 3RD C20X100
C19 3RD C40X50
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Design Data 19-Jun-2016
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Table 6.8 - Concrete Joint Envelope (continued)
Label Story Section
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
C20 3RD C30X100
C21 3RD C20X100
C22 3RD C20X100
C23 3RD C30X100
C24 3RD C50X50
C1 2ND C20X100
C2 2ND C20X100
C3 2ND C20X100
C4 2ND C20X100
C5 2ND C20X100
C6 2ND C20X100
C7 2ND C40X50
C8 2ND C40X50
C9 2ND C45X45
C10 2ND C45X45
C11 2ND C50X50
C12 2ND C20X100
C13 2ND C20X100
C14 2ND C20X100
C15 2ND C20X100
C16 2ND C20X100
C17 2ND C30X100
C18 2ND C20X100
C19 2ND C40X50
C20 2ND C30X100
C21 2ND C20X100
C22 2ND C20X100
C23 2ND C30X100
C24 2ND C50X50
C1 1ST C20X100
C2 1ST C20X100
C3 1ST C20X100
C4 1ST C20X100
C5 1ST C20X100
C6 1ST C20X100
C7 1ST C40X50C8 1ST C40X50
C9 1ST C45X45
C10 1ST C45X45
C11 1ST C50X50
C12 1ST C20X100
C13 1ST C20X100
C14 1ST C20X100
C15 1ST C20X100
C16 1ST C20X100
C17 1ST C30X100
C18 1ST C20X100
C19 1ST C40X50
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Design Data 19-Jun-2016
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Table 6.8 - Concrete Joint Envelope (continued)
Label Story Section
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
C20 1ST C30X100
C21 1ST C20X100
C22 1ST C20X100
C23 1ST C30X100
C24 1ST C50X50
C1 TIES C20X100
C2 TIES C20X100
C3 TIES C20X100
C4 TIES C20X100
C5 TIES C20X100
C6 TIES C20X100
C7 TIES C40X50
C8 TIES C40X50
C9 TIES C45X45
C10 TIES C45X45
C11 TIES C50X50
C12 TIES C20X100
C13 TIES C20X100
C14 TIES C20X100
C15 TIES C20X100
C16 TIES C20X100
C17 TIES C30X100
C18 TIES C20X100
C19 TIES C40X50
C20 TIES C30X100
C21 TIES C20X100
C22 TIES C20X100
C23 TIES C30X100
C24 TIES C50X50
C25 TIES NC20X20
C26 TIES NC20X20
C27 TIES NC20X20
C28 TIES NC20X20
C29 TIES NC20X20
C30 TIES NC20X40
C31 TIES NC20X40
Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
TOP C18 127 0 C20X100 Design No Message UDCon22 800 4865
TOP C18 127 1640 C20X100 Design No Message UDCon25 800 939
TOP C18 127 3280 C20X100 Design No Message UDCon22 800 2998
TOP C19 134 0 C40X50 Design No Message UDCon25 800 2793
TOP C19 134 1640 C40X50 Design No Message UDCon25 800 1018
TOP C19 134 3280 C40X50 Design No Message UDCon25 800 1648
TOP C21 148 0 C20X100 Design No Message UDCon26 800 4305
TOP C21 148 1640 C20X100 Design No Message UDCon26 800 800
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
TOP C21 148 3280 C20X100 Design No Message UDCon26 800 2705
TOP C22 155 0 C20X100 Design No Message UDCon21 800 3040
TOP C22 155 1640 C20X100 Design No Message UDCon26 800 800
TOP C22 155 3280 C20X100 Design No Message UDCon21 800 1792
ROOF C1 2 0 C20X100 Design No Message UDCon20 800 2607
ROOF C1 2 1960 C20X100 Design No Message UDCon26 800 800
ROOF C1 2 3920 C20X100 Design No Message UDCon20 800 2158
ROOF C2 9 0 C20X100 Design No Message UDCon20 800 1650
ROOF C2 9 2210 C20X100 Design No Message UDCon26 800 800
ROOF C2 9 4420 C20X100 Design No Message UDCon20 800 1923
ROOF C3 16 0 C20X100 Design No Message UDCon19 800 3651
ROOF C3 16 2210 C20X100 Design No Message UDCon26 800 800
ROOF C3 16 4420 C20X100 Design No Message UDCon19 800 4301
ROOF C4 23 0 C20X100 Design No Message UDCon23 800 2691ROOF C4 23 2210 C20X100 Design No Message UDCon26 800 800
ROOF C4 23 4420 C20X100 Design No Message UDCon19 800 3143
ROOF C5 30 0 C20X100 Design No Message UDCon19 800 2221
ROOF C5 30 1960 C20X100 Design No Message UDCon26 800 800
ROOF C5 30 3920 C20X100 Design No Message UDCon19 800 1773
ROOF C6 37 0 C20X100 Design No Message UDCon20 800 3354
ROOF C6 37 1960 C20X100 Design No Message UDCon26 800 800
ROOF C6 37 3920 C20X100 Design No Message UDCon20 800 2942
ROOF C7 44 0 C40X50 Design No Message UDCon26 800 1481
ROOF C7 44 2210 C40X50 Design No Message UDCon26 800 800
ROOF C7 44 4420 C40X50 Design No Message UDCon26 800 1754
ROOF C8 51 0 C40X50 Design No Message UDCon22 800 3163
ROOF C8 51 1960 C40X50 Design No Message UDCon26 800 800
ROOF C8 51 3920 C40X50 Design No Message UDCon22 800 2962
ROOF C9 58 0 C45X45 Design No Message UDCon24 810 1024
ROOF C9 58 2210 C45X45 Design No Message UDCon26 810 810
ROOF C9 58 4420 C45X45 Design No Message UDCon24 810 1615
ROOF C10 65 0 C45X45 Design No Message UDCon22 810 3348
ROOF C10 65 1960 C45X45 Design No Message UDCon26 810 810
ROOF C10 65 3920 C45X45 Design No Message UDCon22 810 3277
ROOF C11 72 0 C50X50 Design No Message UDCon24 1000 1528
ROOF C11 72 2210 C50X50 Design No Message UDCon26 1000 1000
ROOF C11 72 4420 C50X50 Design No Message UDCon24 1000 2089ROOF C12 79 0 C20X100 Design No Message UDCon19 800 3070
ROOF C12 79 1960 C20X100 Design No Message UDCon26 800 800
ROOF C12 79 3920 C20X100 Design No Message UDCon19 800 2543
ROOF C13 86 0 C20X100 Design No Message UDCon21 800 2156
ROOF C13 86 2210 C20X100 Design No Message UDCon26 800 800
ROOF C13 86 4420 C20X100 Design No Message UDCon21 800 2799
ROOF C14 93 0 C20X100 Design No Message UDCon26 800 1711
ROOF C14 93 2210 C20X100 Design No Message UDCon26 800 800
ROOF C14 93 4420 C20X100 Design No Message UDCon22 800 2209
ROOF C15 114 0 C20X100 Design No Message UDCon22 800 4817
ROOF C15 114 1960 C20X100 Design No Message UDCon26 800 800
ROOF C15 114 3920 C20X100 Design No Message UDCon22 800 3560
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
ROOF C16 107 0 C20X100 Design No Message UDCon22 800 2618
ROOF C16 107 2210 C20X100 Design No Message UDCon26 800 800
ROOF C16 107 4420 C20X100 Design No Message UDCon22 800 3255
ROOF C17 121 0 C30X100 Design No Message UDCon20 1200 2891
ROOF C17 121 1960 C30X100 Design No Message UDCon26 1200 1200
ROOF C17 121 3920 C30X100 Design No Message UDCon20 1200 3207
ROOF C18 128 0 C20X100 Design No Message UDCon21 800 1707
ROOF C18 128 1960 C20X100 Design No Message UDCon26 800 800
ROOF C18 128 3920 C20X100 Design No Message UDCon25 800 1510
ROOF C19 135 0 C40X50 Design No Message UDCon25 800 1547
ROOF C19 135 1960 C40X50 Design No Message UDCon26 800 800
ROOF C19 135 3920 C40X50 Design No Message UDCon24 800 1138
ROOF C20 142 0 C30X100 Design No Message UDCon20 1200 3187
ROOF C20 142 1960 C30X100 Design No Message UDCon26 1200 1200ROOF C20 142 3920 C30X100 Design No Message UDCon20 1200 3397
ROOF C21 149 0 C20X100 Design No Message UDCon26 800 1411
ROOF C21 149 1960 C20X100 Design No Message UDCon26 800 800
ROOF C21 149 3920 C20X100 Design No Message UDCon26 800 856
ROOF C22 156 0 C20X100 Design No Message UDCon21 800 1463
ROOF C22 156 1960 C20X100 Design No Message UDCon26 800 800
ROOF C22 156 3920 C20X100 Design No Message UDCon23 800 1259
ROOF C23 163 0 C30X100 Design No Message UDCon20 1200 5900
ROOF C23 163 1960 C30X100 Design No Message UDCon26 1200 1200
ROOF C23 163 3920 C30X100 Design No Message UDCon20 1200 5289
ROOF C24 170 0 C50X50 Design No Message UDCon19 1000 2841
ROOF C24 170 1960 C50X50 Design No Message UDCon26 1000 1000
ROOF C24 170 3920 C50X50 Design No Message UDCon19 1000 3154
4TH C1 3 0 C20X100 Design No Message UDCon20 800 2205
4TH C1 3 1960 C20X100 Design No Message UDCon26 800 800
4TH C1 3 3920 C20X100 Design No Message UDCon20 800 1498
4TH C2 10 0 C20X100 Design No Message UDCon20 800 1703
4TH C2 10 2210 C20X100 Design No Message UDCon26 800 800
4TH C2 10 4420 C20X100 Design No Message UDCon20 800 1705
4TH C3 17 0 C20X100 Design No Message UDCon19 800 3861
4TH C3 17 2210 C20X100 Design No Message UDCon26 800 800
4TH C3 17 4420 C20X100 Design No Message UDCon19 800 3716
4TH C4 24 0 C20X100 Design No Message UDCon19 800 28534TH C4 24 2210 C20X100 Design No Message UDCon26 800 800
4TH C4 24 4420 C20X100 Design No Message UDCon19 800 2821
4TH C5 31 0 C20X100 Design No Message UDCon19 800 1805
4TH C5 31 1960 C20X100 Design No Message UDCon26 800 800
4TH C5 31 3920 C20X100 Design No Message UDCon19 800 1385
4TH C6 38 0 C20X100 Design No Message UDCon20 800 3150
4TH C6 38 1960 C20X100 Design No Message UDCon26 800 800
4TH C6 38 3920 C20X100 Design No Message UDCon20 800 1829
4TH C7 45 0 C40X50 Design No Message UDCon26 800 800
4TH C7 45 2210 C40X50 Design No Message UDCon26 800 800
4TH C7 45 4420 C40X50 Design No Message UDCon26 800 800
4TH C8 52 0 C40X50 Design No Message UDCon26 800 2585
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
4TH C8 52 1960 C40X50 Design No Message UDCon26 800 800
4TH C8 52 3920 C40X50 Design No Message UDCon25 800 1713
4TH C9 59 0 C45X45 Design No Message UDCon26 810 810
4TH C9 59 2210 C45X45 Design No Message UDCon26 810 810
4TH C9 59 4420 C45X45 Design No Message UDCon26 810 810
4TH C10 66 0 C45X45 Design No Message UDCon22 810 3010
4TH C10 66 1960 C45X45 Design No Message UDCon26 810 810
4TH C10 66 3920 C45X45 Design No Message UDCon26 810 1809
4TH C11 73 0 C50X50 Design No Message UDCon26 1000 1000
4TH C11 73 2210 C50X50 Design No Message UDCon26 1000 1000
4TH C11 73 4420 C50X50 Design No Message UDCon26 1000 1000
4TH C12 80 0 C20X100 Design No Message UDCon19 800 2970
4TH C12 80 1960 C20X100 Design No Message UDCon26 800 800
4TH C12 80 3920 C20X100 Design No Message UDCon19 800 17714TH C13 87 0 C20X100 Design No Message UDCon21 800 2632
4TH C13 87 2210 C20X100 Design No Message UDCon26 800 800
4TH C13 87 4420 C20X100 Design No Message UDCon21 800 2842
4TH C14 94 0 C20X100 Design No Message UDCon22 800 1668
4TH C14 94 2210 C20X100 Design No Message UDCon26 800 800
4TH C14 94 4420 C20X100 Design No Message UDCon22 800 1641
4TH C15 115 0 C20X100 Design No Message UDCon22 800 4751
4TH C15 115 1960 C20X100 Design No Message UDCon26 800 800
4TH C15 115 3920 C20X100 Design No Message UDCon22 800 2966
4TH C16 108 0 C20X100 Design No Message UDCon22 800 2813
4TH C16 108 2210 C20X100 Design No Message UDCon26 800 800
4TH C16 108 4420 C20X100 Design No Message UDCon22 800 2712
4TH C17 122 0 C30X100 Design No Message UDCon20 1200 2429
4TH C17 122 1960 C30X100 Design No Message UDCon26 1200 1200
4TH C17 122 3920 C30X100 Design No Message UDCon20 1200 1898
4TH C18 129 0 C20X100 Design No Message UDCon25 800 1901
4TH C18 129 1960 C20X100 Design No Message UDCon26 800 800
4TH C18 129 3920 C20X100 Design No Message UDCon25 800 1558
4TH C19 136 0 C40X50 Design No Message UDCon25 800 1504
4TH C19 136 1960 C40X50 Design No Message UDCon26 800 800
4TH C19 136 3920 C40X50 Design No Message UDCon25 800 1248
4TH C20 143 0 C30X100 Design No Message UDCon20 1200 2589
4TH C20 143 1960 C30X100 Design No Message UDCon26 1200 12004TH C20 143 3920 C30X100 Design No Message UDCon20 1200 2149
4TH C21 150 0 C20X100 Design No Message UDCon26 800 1615
4TH C21 150 1960 C20X100 Design No Message UDCon26 800 800
4TH C21 150 3920 C20X100 Design No Message UDCon26 800 1385
4TH C22 157 0 C20X100 Design No Message UDCon21 800 1627
4TH C22 157 1960 C20X100 Design No Message UDCon26 800 800
4TH C22 157 3920 C20X100 Design No Message UDCon23 800 1530
4TH C23 164 0 C30X100 Design No Message UDCon20 1200 5431
4TH C23 164 1960 C30X100 Design No Message UDCon26 1200 1200
4TH C23 164 3920 C30X100 Design No Message UDCon20 1200 4233
4TH C24 171 0 C50X50 Design No Message UDCon19 1000 2087
4TH C24 171 1960 C50X50 Design No Message UDCon26 1000 1000
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
4TH C24 171 3920 C50X50 Design No Message UDCon19 1000 1624
3RD C1 4 0 C20X100 Design No Message UDCon20 800 2253
3RD C1 4 1960 C20X100 Design No Message UDCon26 800 800
3RD C1 4 3920 C20X100 Design No Message UDCon21 800 1282
3RD C2 11 0 C20X100 Design No Message UDCon20 800 2928
3RD C2 11 2210 C20X100 Design No Message UDCon26 800 800
3RD C2 11 4420 C20X100 Design No Message UDCon20 800 2718
3RD C3 18 0 C20X100 Design No Message UDCon19 800 4489
3RD C3 18 2210 C20X100 Design No Message UDCon26 800 800
3RD C3 18 4420 C20X100 Design No Message UDCon19 800 4294
3RD C4 25 0 C20X100 Design No Message UDCon19 800 3353
3RD C4 25 2210 C20X100 Design No Message UDCon26 800 800
3RD C4 25 4420 C20X100 Design No Message UDCon19 800 3292
3RD C5 32 0 C20X100 Design No Message UDCon19 800 18473RD C5 32 1960 C20X100 Design No Message UDCon26 800 800
3RD C5 32 3920 C20X100 Design No Message UDCon19 800 996
3RD C6 39 0 C20X100 Design No Message UDCon20 800 3188
3RD C6 39 1960 C20X100 Design No Message UDCon26 800 800
3RD C6 39 3920 C20X100 Design No Message UDCon20 800 1790
3RD C7 46 0 C40X50 Design No Message UDCon26 800 800
3RD C7 46 2210 C40X50 Design No Message UDCon26 800 800
3RD C7 46 4420 C40X50 Design No Message UDCon26 800 800
3RD C8 53 0 C40X50 Design No Message UDCon25 800 2394
3RD C8 53 1960 C40X50 Design No Message UDCon26 800 800
3RD C8 53 3920 C40X50 Design No Message UDCon25 800 1665
3RD C9 60 0 C45X45 Design No Message UDCon26 810 810
3RD C9 60 2210 C45X45 Design No Message UDCon26 810 810
3RD C9 60 4420 C45X45 Design No Message UDCon26 810 810
3RD C10 67 0 C45X45 Design No Message UDCon22 810 3183
3RD C10 67 1960 C45X45 Design No Message UDCon26 810 810
3RD C10 67 3920 C45X45 Design No Message UDCon26 810 1808
3RD C11 74 0 C50X50 Design No Message UDCon26 1000 1000
3RD C11 74 2210 C50X50 Design No Message UDCon26 1000 1000
3RD C11 74 4420 C50X50 Design No Message UDCon26 1000 1000
3RD C12 81 0 C20X100 Design No Message UDCon19 800 3065
3RD C12 81 1960 C20X100 Design No Message UDCon26 800 800
3RD C12 81 3920 C20X100 Design No Message UDCon19 800 17133RD C13 88 0 C20X100 Design No Message UDCon21 800 3875
3RD C13 88 2210 C20X100 Design No Message UDCon26 800 800
3RD C13 88 4420 C20X100 Design No Message UDCon21 800 4011
3RD C14 95 0 C20X100 Design No Message UDCon21 800 2083
3RD C14 95 2210 C20X100 Design No Message UDCon26 800 800
3RD C14 95 4420 C20X100 Design No Message UDCon21 800 2067
3RD C15 116 0 C20X100 Design No Message UDCon22 800 4732
3RD C15 116 1960 C20X100 Design No Message UDCon26 800 800
3RD C15 116 3920 C20X100 Design No Message UDCon22 800 2833
3RD C16 109 0 C20X100 Design No Message UDCon22 800 4139
3RD C16 109 2210 C20X100 Design No Message UDCon26 800 800
3RD C16 109 4420 C20X100 Design No Message UDCon22 800 3897
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
3RD C17 123 0 C30X100 Design No Message UDCon20 1200 2223
3RD C17 123 1960 C30X100 Design No Message UDCon26 1200 1200
3RD C17 123 3920 C30X100 Design No Message UDCon20 1200 1262
3RD C18 130 0 C20X100 Design No Message UDCon21 800 2156
3RD C18 130 1960 C20X100 Design No Message UDCon26 800 800
3RD C18 130 3920 C20X100 Design No Message UDCon25 800 1509
3RD C19 137 0 C40X50 Design No Message UDCon25 800 1238
3RD C19 137 1960 C40X50 Design No Message UDCon26 800 800
3RD C19 137 3920 C40X50 Design No Message UDCon26 800 800
3RD C20 144 0 C30X100 Design No Message UDCon20 1200 2543
3RD C20 144 1960 C30X100 Design No Message UDCon26 1200 1200
3RD C20 144 3920 C30X100 Design No Message UDCon20 1200 1995
3RD C21 151 0 C20X100 Design No Message UDCon26 800 1674
3RD C21 151 1960 C20X100 Design No Message UDCon26 800 8003RD C21 151 3920 C20X100 Design No Message UDCon26 800 1328
3RD C22 158 0 C20X100 Design No Message UDCon23 800 1668
3RD C22 158 1960 C20X100 Design No Message UDCon26 800 800
3RD C22 158 3920 C20X100 Design No Message UDCon23 800 1505
3RD C23 165 0 C30X100 Design No Message UDCon20 1200 5495
3RD C23 165 1960 C30X100 Design No Message UDCon26 1200 1200
3RD C23 165 3920 C30X100 Design No Message UDCon20 1200 4305
3RD C24 172 0 C50X50 Design No Message UDCon19 1000 1912
3RD C24 172 1960 C50X50 Design No Message UDCon26 1000 1000
3RD C24 172 3920 C50X50 Design No Message UDCon26 1000 1000
2ND C1 5 0 C20X100 Design No Message UDCon22 800 3167
2ND C1 5 1960 C20X100 Design No Message UDCon26 800 800
2ND C1 5 3920 C20X100 Design No Message UDCon25 800 1098
2ND C2 12 0 C20X100 Design No Message UDCon22 800 5045
2ND C2 12 2210 C20X100 Design No Message UDCon26 800 800
2ND C2 12 4420 C20X100 Design No Message UDCon2 800 4188
2ND C3 19 0 C20X100 Design No Message UDCon22 800 5622
2ND C3 19 2210 C20X100 Design No Message UDCon26 800 800
2ND C3 19 4420 C20X100 Design No Message UDCon19 800 4394
2ND C4 26 0 C20X100 Design No Message UDCon19 800 4543
2ND C4 26 2210 C20X100 Design No Message UDCon26 800 800
2ND C4 26 4420 C20X100 Design No Message UDCon19 800 3903
2ND C5 33 0 C20X100 Design No Message UDCon22 800 22372ND C5 33 1960 C20X100 Design No Message UDCon26 800 800
2ND C5 33 3920 C20X100 Design No Message UDCon26 800 800
2ND C6 40 0 C20X100 Design No Message UDCon21 800 3836
2ND C6 40 1960 C20X100 Design No Message UDCon26 800 800
2ND C6 40 3920 C20X100 Design No Message UDCon20 800 1542
2ND C7 47 0 C40X50 Design No Message UDCon26 800 800
2ND C7 47 2210 C40X50 Design No Message UDCon26 800 800
2ND C7 47 4420 C40X50 Design No Message UDCon26 800 800
2ND C8 54 0 C40X50 Design No Message UDCon25 800 1797
2ND C8 54 1960 C40X50 Design No Message UDCon26 800 800
2ND C8 54 3920 C40X50 Design No Message UDCon25 800 1243
2ND C9 61 0 C45X45 Design No Message UDCon20 810 1167
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
2ND C9 61 2210 C45X45 Design No Message UDCon26 810 810
2ND C9 61 4420 C45X45 Design No Message UDCon26 810 810
2ND C10 68 0 C45X45 Design No Message UDCon22 810 3546
2ND C10 68 1960 C45X45 Design No Message UDCon26 810 810
2ND C10 68 3920 C45X45 Design No Message UDCon26 810 1620
2ND C11 75 0 C50X50 Design No Message UDCon26 1000 1000
2ND C11 75 2210 C50X50 Design No Message UDCon26 1000 1000
2ND C11 75 4420 C50X50 Design No Message UDCon26 1000 1000
2ND C12 82 0 C20X100 Design No Message UDCon21 800 3643
2ND C12 82 1960 C20X100 Design No Message UDCon26 800 800
2ND C12 82 3920 C20X100 Design No Message UDCon19 800 1367
2ND C13 89 0 C20X100 Design No Message UDCon21 800 6365
2ND C13 89 2210 C20X100 Design No Message UDCon26 800 800
2ND C13 89 4420 C20X100 Design No Message UDCon21 800 57712ND C14 96 0 C20X100 Design No Message UDCon21 800 3974
2ND C14 96 2210 C20X100 Design No Message UDCon26 800 800
2ND C14 96 4420 C20X100 Design No Message UDCon21 800 3241
2ND C15 117 0 C20X100 Design No Message UDCon22 800 4511
2ND C15 117 1960 C20X100 Design No Message UDCon26 800 800
2ND C15 117 3920 C20X100 Design No Message UDCon22 800 2105
2ND C16 110 0 C20X100 Design No Message UDCon22 800 6272
2ND C16 110 2210 C20X100 Design No Message UDCon26 800 800
2ND C16 110 4420 C20X100 Design No Message UDCon2 800 5842
2ND C17 124 0 C30X100 Design No Message UDCon22 1200 2968
2ND C17 124 1960 C30X100 Design No Message UDCon26 1200 1200
2ND C17 124 3920 C30X100 Design No Message UDCon26 1200 1200
2ND C18 131 0 C20X100 Design No Message UDCon22 800 2420
2ND C18 131 1960 C20X100 Design No Message UDCon26 800 800
2ND C18 131 3920 C20X100 Design No Message UDCon25 800 1151
2ND C19 138 0 C40X50 Design No Message UDCon26 800 800
2ND C19 138 1960 C40X50 Design No Message UDCon26 800 800
2ND C19 138 3920 C40X50 Design No Message UDCon26 800 800
2ND C20 145 0 C30X100 Design No Message UDCon26 1200 2641
2ND C20 145 1960 C30X100 Design No Message UDCon26 1200 1200
2ND C20 145 3920 C30X100 Design No Message UDCon26 1200 1768
2ND C21 152 0 C20X100 Design No Message UDCon21 800 2049
2ND C21 152 1960 C20X100 Design No Message UDCon26 800 8002ND C21 152 3920 C20X100 Design No Message UDCon26 800 1131
2ND C22 159 0 C20X100 Design No Message UDCon23 800 2571
2ND C22 159 1960 C20X100 Design No Message UDCon26 800 800
2ND C22 159 3920 C20X100 Design No Message UDCon23 800 1316
2ND C23 166 0 C30X100 Design No Message UDCon20 1200 5549
2ND C23 166 1960 C30X100 Design No Message UDCon26 1200 1200
2ND C23 166 3920 C30X100 Design No Message UDCon24 1200 3703
2ND C24 173 0 C50X50 Design No Message UDCon19 1000 2217
2ND C24 173 1960 C50X50 Design No Message UDCon26 1000 1000
2ND C24 173 3920 C50X50 Design No Message UDCon26 1000 1000
1ST C1 6 0 C20X100 Design No Message UDCon20 800 1133
1ST C1 6 1960 C20X100 Design No Message UDCon26 800 800
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
1ST C1 6 3920 C20X100 Design No Message UDCon22 800 1026
1ST C2 13 0 C20X100 Design No Message UDCon22 800 7213
1ST C2 13 2210 C20X100 Design No Message UDCon5 800 4388
1ST C2 13 4420 C20X100 Design No Message UDCon2 800 7492
1ST C3 20 0 C20X100 Design No Message UDCon20 800 6366
1ST C3 20 2210 C20X100 Design No Message UDCon17 800 2910
1ST C3 20 4420 C20X100 Design No Message UDCon2 800 5829
1ST C4 27 0 C20X100 Design No Message UDCon19 800 4304
1ST C4 27 2210 C20X100 Design No Message UDCon26 800 800
1ST C4 27 4420 C20X100 Design No Message UDCon22 800 4017
1ST C5 34 0 C20X100 Design No Message UDCon19 800 882
1ST C5 34 1960 C20X100 Design No Message UDCon26 800 800
1ST C5 34 3920 C20X100 Design No Message UDCon22 800 1092
1ST C6 41 0 C20X100 Design No Message UDCon20 800 17131ST C6 41 1960 C20X100 Design No Message UDCon26 800 800
1ST C6 41 3920 C20X100 Design No Message UDCon26 800 800
1ST C7 48 0 C40X50 Design No Message UDCon26 800 800
1ST C7 48 2210 C40X50 Design No Message UDCon26 800 800
1ST C7 48 4420 C40X50 Design No Message UDCon26 800 800
1ST C8 55 0 C40X50 Design No Message UDCon26 800 800
1ST C8 55 1960 C40X50 Design No Message UDCon26 800 800
1ST C8 55 3920 C40X50 Design No Message UDCon26 800 800
1ST C9 62 0 C45X45 Design No Message UDCon19 810 2584
1ST C9 62 2210 C45X45 Design No Message UDCon2 810 2292
1ST C9 62 4420 C45X45 Design No Message UDCon2 810 2936
1ST C10 69 0 C45X45 Design No Message UDCon26 810 810
1ST C10 69 1960 C45X45 Design No Message UDCon26 810 810
1ST C10 69 3920 C45X45 Design No Message UDCon26 810 810
1ST C11 76 0 C50X50 Design No Message UDCon26 1000 1000
1ST C11 76 2210 C50X50 Design No Message UDCon26 1000 1000
1ST C11 76 4420 C50X50 Design No Message UDCon26 1000 1000
1ST C12 83 0 C20X100 Design No Message UDCon19 800 1789
1ST C12 83 1960 C20X100 Design No Message UDCon26 800 800
1ST C12 83 3920 C20X100 Design No Message UDCon21 800 936
1ST C13 90 0 C20X100 Design No Message UDCon22 800 6602
1ST C13 90 2210 C20X100 Design No Message UDCon10 800 4136
1ST C13 90 4420 C20X100 Design No Message UDCon2 800 80051ST C14 97 0 C20X100 Design No Message UDCon21 800 5493
1ST C14 97 2210 C20X100 Design No Message UDCon26 800 800
1ST C14 97 4420 C20X100 Design No Message UDCon21 800 4415
1ST C15 118 0 C20X100 Design No Message UDCon19 800 2087
1ST C15 118 1960 C20X100 Design No Message UDCon26 800 800
1ST C15 118 3920 C20X100 Design No Message UDCon19 800 1267
1ST C16 111 0 C20X100 Design No Message UDCon21 800 7717
1ST C16 111 2210 C20X100 Design No Message UDCon20 800 6518
1ST C16 111 4420 C20X100 Design No Message UDCon2 800 8867
1ST C17 125 0 C30X100 Design No Message UDCon26 1200 1200
1ST C17 125 1960 C30X100 Design No Message UDCon26 1200 1200
1ST C17 125 3920 C30X100 Design No Message UDCon26 1200 1200
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Design Data 19-Jun-2016
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
1ST C18 132 0 C20X100 Design No Message UDCon22 800 2604
1ST C18 132 1960 C20X100 Design No Message UDCon26 800 800
1ST C18 132 3920 C20X100 Design No Message UDCon26 800 800
1ST C19 139 0 C40X50 Design No Message UDCon26 800 800
1ST C19 139 1960 C40X50 Design No Message UDCon26 800 800
1ST C19 139 3920 C40X50 Design No Message UDCon26 800 800
1ST C20 146 0 C30X100 Design No Message UDCon26 1200 1312
1ST C20 146 1960 C30X100 Design No Message UDCon26 1200 1200
1ST C20 146 3920 C30X100 Design No Message UDCon26 1200 1567
1ST C21 153 0 C20X100 Design No Message UDCon26 800 1244
1ST C21 153 1960 C20X100 Design No Message UDCon26 800 800
1ST C21 153 3920 C20X100 Design No Message UDCon26 800 800
1ST C22 160 0 C20X100 Design No Message UDCon23 800 1583
1ST C22 160 1960 C20X100 Design No Message UDCon26 800 8001ST C22 160 3920 C20X100 Design No Message UDCon26 800 800
1ST C23 167 0 C30X100 Design No Message UDCon24 1200 2274
1ST C23 167 1960 C30X100 Design No Message UDCon26 1200 1200
1ST C23 167 3920 C30X100 Design No Message UDCon24 1200 2145
1ST C24 174 0 C50X50 Design No Message UDCon26 1000 1000
1ST C24 174 1960 C50X50 Design No Message UDCon26 1000 1000
1ST C24 174 3920 C50X50 Design No Message UDCon26 1000 1000
TIES C1 7 0 C20X100 Design No Message UDCon26 800 800
TIES C1 7 350 C20X100 Design No Message UDCon26 800 800
TIES C1 7 700 C20X100 Design No Message UDCon26 800 800
TIES C2 14 0 C20X100 Design No Message UDCon2 800 1408
TIES C2 14 350 C20X100 Design No Message UDCon2 800 1408
TIES C2 14 700 C20X100 Design No Message UDCon2 800 1408
TIES C3 21 0 C20X100 Design No Message UDCon26 800 800
TIES C3 21 350 C20X100 Design No Message UDCon26 800 800
TIES C3 21 700 C20X100 Design No Message UDCon26 800 800
TIES C4 28 0 C20X100 Design No Message UDCon26 800 800
TIES C4 28 350 C20X100 Design No Message UDCon26 800 800
TIES C4 28 700 C20X100 Design No Message UDCon26 800 800
TIES C5 35 0 C20X100 Design No Message UDCon26 800 800
TIES C5 35 350 C20X100 Design No Message UDCon26 800 800
TIES C5 35 700 C20X100 Design No Message UDCon26 800 800
TIES C6 42 0 C20X100 Design No Message UDCon26 800 800TIES C6 42 350 C20X100 Design No Message UDCon26 800 800
TIES C6 42 700 C20X100 Design No Message UDCon26 800 800
TIES C7 49 0 C40X50 Design No Message UDCon26 800 800
TIES C7 49 350 C40X50 Design No Message UDCon26 800 800
TIES C7 49 700 C40X50 Design No Message UDCon26 800 800
TIES C8 56 0 C40X50 Design No Message UDCon26 800 800
TIES C8 56 350 C40X50 Design No Message UDCon26 800 800
TIES C8 56 700 C40X50 Design No Message UDCon26 800 800
TIES C9 63 0 C45X45 Design No Message UDCon2 810 2732
TIES C9 63 350 C45X45 Design No Message UDCon2 810 2749
TIES C9 63 700 C45X45 Design No Message UDCon2 810 2765
TIES C10 70 0 C45X45 Design No Message UDCon26 810 810
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
TIES C10 70 350 C45X45 Design No Message UDCon26 810 810
TIES C10 70 700 C45X45 Design No Message UDCon26 810 810
TIES C11 77 0 C50X50 Design No Message UDCon26 1000 1000
TIES C11 77 350 C50X50 Design No Message UDCon26 1000 1000
TIES C11 77 700 C50X50 Design No Message UDCon26 1000 1000
TIES C12 84 0 C20X100 Design No Message UDCon26 800 800
TIES C12 84 350 C20X100 Design No Message UDCon26 800 800
TIES C12 84 700 C20X100 Design No Message UDCon26 800 800
TIES C13 91 0 C20X100 Design No Message UDCon2 800 1494
TIES C13 91 350 C20X100 Design No Message UDCon2 800 1512
TIES C13 91 700 C20X100 Design No Message UDCon2 800 1536
TIES C14 98 0 C20X100 Design No Message UDCon26 800 800
TIES C14 98 350 C20X100 Design No Message UDCon26 800 800
TIES C14 98 700 C20X100 Design No Message UDCon26 800 800TIES C15 119 0 C20X100 Design No Message UDCon26 800 800
TIES C15 119 350 C20X100 Design No Message UDCon26 800 800
TIES C15 119 700 C20X100 Design No Message UDCon26 800 800
TIES C16 112 0 C20X100 Design No Message UDCon2 800 2090
TIES C16 112 350 C20X100 Design No Message UDCon2 800 2097
TIES C16 112 700 C20X100 Design No Message UDCon2 800 2104
TIES C17 126 0 C30X100 Design No Message UDCon26 1200 1200
TIES C17 126 350 C30X100 Design No Message UDCon26 1200 1200
TIES C17 126 700 C30X100 Design No Message UDCon26 1200 1200
TIES C18 133 0 C20X100 Design No Message UDCon26 800 800
TIES C18 133 350 C20X100 Design No Message UDCon26 800 800
TIES C18 133 700 C20X100 Design No Message UDCon26 800 800
TIES C19 140 0 C40X50 Design No Message UDCon26 800 800
TIES C19 140 350 C40X50 Design No Message UDCon26 800 800
TIES C19 140 700 C40X50 Design No Message UDCon26 800 800
TIES C20 147 0 C30X100 Design No Message UDCon26 1200 1200
TIES C20 147 350 C30X100 Design No Message UDCon26 1200 1200
TIES C20 147 700 C30X100 Design No Message UDCon26 1200 1200
TIES C21 154 0 C20X100 Design No Message UDCon26 800 800
TIES C21 154 350 C20X100 Design No Message UDCon26 800 800
TIES C21 154 700 C20X100 Design No Message UDCon26 800 800
TIES C22 161 0 C20X100 Design No Message UDCon26 800 800
TIES C22 161 350 C20X100 Design No Message UDCon26 800 800TIES C22 161 700 C20X100 Design No Message UDCon26 800 800
TIES C23 168 0 C30X100 Design No Message UDCon26 1200 1200
TIES C23 168 350 C30X100 Design No Message UDCon26 1200 1200
TIES C23 168 700 C30X100 Design No Message UDCon26 1200 1200
TIES C24 175 0 C50X50 Design No Message UDCon26 1000 1000
TIES C24 175 350 C50X50 Design No Message UDCon26 1000 1000
TIES C24 175 700 C50X50 Design No Message UDCon26 1000 1000
TIES C25 176 0 NC20X20 Design No Message UDCon26 160 160
TIES C25 176 350 NC20X20 Design No Message UDCon26 160 160
TIES C25 176 700 NC20X20 Design No Message UDCon26 160 306
TIES C26 177 0 NC20X20 Design No Message UDCon26 160 160
TIES C26 177 350 NC20X20 Design No Message UDCon26 160 160
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionDesign/Check Status
PMM
Ratio
PMM
Combo
As,min
mm²
As
mm²
TIES C26 177 700 NC20X20 Design No Message UDCon26 160 160
TIES C27 178 0 NC20X20 Design No Message UDCon26 160 160
TIES C27 178 350 NC20X20 Design No Message UDCon26 160 160
TIES C27 178 700 NC20X20 Design No Message UDCon19 160 569
TIES C28 179 0 NC20X20 Design No Message UDCon26 160 160
TIES C28 179 350 NC20X20 Design No Message UDCon26 160 160
TIES C28 179 700 NC20X20 Design No Message UDCon26 160 240
TIES C29 180 0 NC20X20 Design No Message UDCon26 160 160
TIES C29 180 350 NC20X20 Design No Message UDCon26 160 160
TIES C29 180 700 NC20X20 Design No Message UDCon19 160 355
TIES C30 181 0 NC20X40 Design No Message UDCon26 320 320
TIES C30 181 350 NC20X40 Design No Message UDCon23 320 566
TIES C30 181 700 NC20X40 Design No Message UDCon23 320 1038
TIES C31 162 0 NC20X40 Design No Message UDCon26 320 320TIES C31 162 350 NC20X40 Design No Message UDCon26 320 320
TIES C31 162 700 NC20X40 Design No Message UDCon26 320 320
Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
TOP C18 127 0 405 405 UDCon26 200 UDCon26 1000 No Message
TOP C18 127 1640 78 78 UDCon26 200 UDCon26 1000 No Message
TOP C18 127 3280 250 250 UDCon26 200 UDCon26 1000 No Message
TOP C19 134 0 233 233 UDCon26 400 UDCon26 500 No Message
TOP C19 134 1640 85 85 UDCon26 400 UDCon26 500 No Message
TOP C19 134 3280 137 137 UDCon26 400 UDCon26 500 No Message
TOP C21 148 0 359 359 UDCon26 200 UDCon26 1000 No Message
TOP C21 148 1640 67 67 UDCon26 200 UDCon26 1000 No Message
TOP C21 148 3280 225 225 UDCon26 200 UDCon26 1000 No Message
TOP C22 155 0 253 253 UDCon26 200 UDCon26 1000 No Message
TOP C22 155 1640 67 67 UDCon26 200 UDCon26 1000 No Message
TOP C22 155 3280 149 149 UDCon26 200 UDCon26 1000 No Message
ROOF C1 2 0 217 217 UDCon26 200 UDCon26 1000 No Message
ROOF C1 2 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C1 2 3920 180 180 UDCon26 200 UDCon26 1000 No Message
ROOF C2 9 0 138 138 UDCon26 200 UDCon26 1000 No Message
ROOF C2 9 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C2 9 4420 160 160 UDCon26 200 UDCon26 1000 No Message
ROOF C3 16 0 304 304 UDCon26 200 UDCon26 1000 No Message
ROOF C3 16 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C3 16 4420 358 358 UDCon26 200 UDCon26 1000 No Message
ROOF C4 23 0 224 224 UDCon26 200 UDCon26 1000 No Message
ROOF C4 23 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C4 23 4420 262 262 UDCon26 200 UDCon26 1000 No Message
ROOF C5 30 0 185 185 UDCon26 200 UDCon26 1000 No Message
ROOF C5 30 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C5 30 3920 148 148 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
ROOF C6 37 0 280 280 UDCon26 200 UDCon26 1000 No Message
ROOF C6 37 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C6 37 3920 245 245 UDCon26 200 UDCon26 1000 No Message
ROOF C7 44 0 123 123 UDCon26 400 UDCon26 500 No Message
ROOF C7 44 2210 67 67 UDCon26 400 UDCon26 500 No Message
ROOF C7 44 4420 146 146 UDCon26 400 UDCon26 500 No Message
ROOF C8 51 0 264 264 UDCon26 400 UDCon26 500 No Message
ROOF C8 51 1960 67 67 UDCon26 400 UDCon26 500 No Message
ROOF C8 51 3920 247 247 UDCon26 400 UDCon26 500 No Message
ROOF C9 58 0 85 85 UDCon26 450 UDCon26 450 No Message
ROOF C9 58 2210 68 68 UDCon26 450 UDCon26 450 No Message
ROOF C9 58 4420 135 135 UDCon26 450 UDCon26 450 No Message
ROOF C10 65 0 279 279 UDCon26 450 UDCon26 450 No Message
ROOF C10 65 1960 68 68 UDCon26 450 UDCon26 450 No Message
ROOF C10 65 3920 273 273 UDCon26 450 UDCon26 450 No Message
ROOF C11 72 0 127 127 UDCon26 500 UDCon26 500 No Message
ROOF C11 72 2210 83 83 UDCon26 500 UDCon26 500 No Message
ROOF C11 72 4420 174 174 UDCon26 500 UDCon26 500 No Message
ROOF C12 79 0 256 256 UDCon26 200 UDCon26 1000 No Message
ROOF C12 79 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C12 79 3920 212 212 UDCon26 200 UDCon26 1000 No Message
ROOF C13 86 0 180 180 UDCon26 200 UDCon26 1000 No Message
ROOF C13 86 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C13 86 4420 233 233 UDCon26 200 UDCon26 1000 No Message
ROOF C14 93 0 143 143 UDCon26 200 UDCon26 1000 No Message
ROOF C14 93 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C14 93 4420 184 184 UDCon26 200 UDCon26 1000 No Message
ROOF C15 114 0 401 401 UDCon26 200 UDCon26 1000 No Message
ROOF C15 114 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C15 114 3920 297 297 UDCon26 200 UDCon26 1000 No Message
ROOF C16 107 0 218 218 UDCon26 200 UDCon26 1000 No Message
ROOF C16 107 2210 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C16 107 4420 271 271 UDCon26 200 UDCon26 1000 No Message
ROOF C17 121 0 207 207 UDCon26 300 UDCon26 1000 No Message
ROOF C17 121 1960 86 86 UDCon26 300 UDCon26 1000 No Message
ROOF C17 121 3920 229 229 UDCon26 300 UDCon26 1000 No Message
ROOF C18 128 0 142 142 UDCon26 200 UDCon26 1000 No Message
ROOF C18 128 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C18 128 3920 126 126 UDCon26 200 UDCon26 1000 No Message
ROOF C19 135 0 129 129 UDCon26 400 UDCon26 500 No Message
ROOF C19 135 1960 67 67 UDCon26 400 UDCon26 500 No Message
ROOF C19 135 3920 95 95 UDCon26 400 UDCon26 500 No Message
ROOF C20 142 0 228 228 UDCon26 300 UDCon26 1000 No Message
ROOF C20 142 1960 86 86 UDCon26 300 UDCon26 1000 No Message
ROOF C20 142 3920 243 243 UDCon26 300 UDCon26 1000 No Message
ROOF C21 149 0 118 118 UDCon26 200 UDCon26 1000 No Message
ROOF C21 149 1960 67 67 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
ROOF C21 149 3920 71 71 UDCon26 200 UDCon26 1000 No Message
ROOF C22 156 0 122 122 UDCon26 200 UDCon26 1000 No Message
ROOF C22 156 1960 67 67 UDCon26 200 UDCon26 1000 No Message
ROOF C22 156 3920 105 105 UDCon26 200 UDCon26 1000 No Message
ROOF C23 163 0 421 421 UDCon26 300 UDCon26 1000 No Message
ROOF C23 163 1960 86 86 UDCon26 300 UDCon26 1000 No Message
ROOF C23 163 3920 378 378 UDCon26 300 UDCon26 1000 No Message
ROOF C24 170 0 237 237 UDCon26 500 UDCon26 500 No Message
ROOF C24 170 1960 83 83 UDCon26 500 UDCon26 500 No Message
ROOF C24 170 3920 263 263 UDCon26 500 UDCon26 500 No Message
4TH C1 3 0 184 184 UDCon26 200 UDCon26 1000 No Message
4TH C1 3 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C1 3 3920 125 125 UDCon26 200 UDCon26 1000 No Message
4TH C2 10 0 142 142 UDCon26 200 UDCon26 1000 No Message
4TH C2 10 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C2 10 4420 142 142 UDCon26 200 UDCon26 1000 No Message
4TH C3 17 0 322 322 UDCon26 200 UDCon26 1000 No Message
4TH C3 17 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C3 17 4420 310 310 UDCon26 200 UDCon26 1000 No Message
4TH C4 24 0 238 238 UDCon26 200 UDCon26 1000 No Message
4TH C4 24 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C4 24 4420 235 235 UDCon26 200 UDCon26 1000 No Message
4TH C5 31 0 150 150 UDCon26 200 UDCon26 1000 No Message
4TH C5 31 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C5 31 3920 115 115 UDCon26 200 UDCon26 1000 No Message
4TH C6 38 0 262 262 UDCon26 200 UDCon26 1000 No Message
4TH C6 38 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C6 38 3920 152 152 UDCon26 200 UDCon26 1000 No Message
4TH C7 45 0 67 67 UDCon26 400 UDCon26 500 No Message
4TH C7 45 2210 67 67 UDCon26 400 UDCon26 500 No Message
4TH C7 45 4420 67 67 UDCon26 400 UDCon26 500 No Message
4TH C8 52 0 215 215 UDCon26 400 UDCon26 500 No Message
4TH C8 52 1960 67 67 UDCon26 400 UDCon26 500 No Message
4TH C8 52 3920 143 143 UDCon26 400 UDCon26 500 No Message
4TH C9 59 0 68 68 UDCon26 450 UDCon26 450 No Message
4TH C9 59 2210 68 68 UDCon26 450 UDCon26 450 No Message
4TH C9 59 4420 68 68 UDCon26 450 UDCon26 450 No Message
4TH C10 66 0 251 251 UDCon26 450 UDCon26 450 No Message
4TH C10 66 1960 68 68 UDCon26 450 UDCon26 450 No Message
4TH C10 66 3920 151 151 UDCon26 450 UDCon26 450 No Message
4TH C11 73 0 83 83 UDCon26 500 UDCon26 500 No Message
4TH C11 73 2210 83 83 UDCon26 500 UDCon26 500 No Message
4TH C11 73 4420 83 83 UDCon26 500 UDCon26 500 No Message
4TH C12 80 0 247 247 UDCon26 200 UDCon26 1000 No Message
4TH C12 80 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C12 80 3920 148 148 UDCon26 200 UDCon26 1000 No Message
4TH C13 87 0 219 219 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
4TH C13 87 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C13 87 4420 237 237 UDCon26 200 UDCon26 1000 No Message
4TH C14 94 0 139 139 UDCon26 200 UDCon26 1000 No Message
4TH C14 94 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C14 94 4420 137 137 UDCon26 200 UDCon26 1000 No Message
4TH C15 115 0 396 396 UDCon26 200 UDCon26 1000 No Message
4TH C15 115 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C15 115 3920 247 247 UDCon26 200 UDCon26 1000 No Message
4TH C16 108 0 234 234 UDCon26 200 UDCon26 1000 No Message
4TH C16 108 2210 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C16 108 4420 226 226 UDCon26 200 UDCon26 1000 No Message
4TH C17 122 0 174 174 UDCon26 300 UDCon26 1000 No Message
4TH C17 122 1960 86 86 UDCon26 300 UDCon26 1000 No Message
4TH C17 122 3920 136 136 UDCon26 300 UDCon26 1000 No Message
4TH C18 129 0 158 158 UDCon26 200 UDCon26 1000 No Message
4TH C18 129 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C18 129 3920 130 130 UDCon26 200 UDCon26 1000 No Message
4TH C19 136 0 125 125 UDCon26 400 UDCon26 500 No Message
4TH C19 136 1960 67 67 UDCon26 400 UDCon26 500 No Message
4TH C19 136 3920 104 104 UDCon26 400 UDCon26 500 No Message
4TH C20 143 0 185 185 UDCon26 300 UDCon26 1000 No Message
4TH C20 143 1960 86 86 UDCon26 300 UDCon26 1000 No Message
4TH C20 143 3920 154 154 UDCon26 300 UDCon26 1000 No Message
4TH C21 150 0 135 135 UDCon26 200 UDCon26 1000 No Message
4TH C21 150 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C21 150 3920 115 115 UDCon26 200 UDCon26 1000 No Message
4TH C22 157 0 136 136 UDCon26 200 UDCon26 1000 No Message
4TH C22 157 1960 67 67 UDCon26 200 UDCon26 1000 No Message
4TH C22 157 3920 127 127 UDCon26 200 UDCon26 1000 No Message
4TH C23 164 0 388 388 UDCon26 300 UDCon26 1000 No Message
4TH C23 164 1960 86 86 UDCon26 300 UDCon26 1000 No Message
4TH C23 164 3920 302 302 UDCon26 300 UDCon26 1000 No Message
4TH C24 171 0 174 174 UDCon26 500 UDCon26 500 No Message
4TH C24 171 1960 83 83 UDCon26 500 UDCon26 500 No Message
4TH C24 171 3920 135 135 UDCon26 500 UDCon26 500 No Message
3RD C1 4 0 188 188 UDCon26 200 UDCon26 1000 No Message
3RD C1 4 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C1 4 3920 107 107 UDCon26 200 UDCon26 1000 No Message
3RD C2 11 0 244 244 UDCon26 200 UDCon26 1000 No Message
3RD C2 11 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C2 11 4420 226 226 UDCon26 200 UDCon26 1000 No Message
3RD C3 18 0 374 374 UDCon26 200 UDCon26 1000 No Message
3RD C3 18 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C3 18 4420 358 358 UDCon26 200 UDCon26 1000 No Message
3RD C4 25 0 279 279 UDCon26 200 UDCon26 1000 No Message
3RD C4 25 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C4 25 4420 274 274 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
3RD C5 32 0 154 154 UDCon26 200 UDCon26 1000 No Message
3RD C5 32 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C5 32 3920 83 83 UDCon26 200 UDCon26 1000 No Message
3RD C6 39 0 266 266 UDCon26 200 UDCon26 1000 No Message
3RD C6 39 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C6 39 3920 149 149 UDCon26 200 UDCon26 1000 No Message
3RD C7 46 0 67 67 UDCon26 400 UDCon26 500 No Message
3RD C7 46 2210 67 67 UDCon26 400 UDCon26 500 No Message
3RD C7 46 4420 67 67 UDCon26 400 UDCon26 500 No Message
3RD C8 53 0 199 199 UDCon26 400 UDCon26 500 No Message
3RD C8 53 1960 67 67 UDCon26 400 UDCon26 500 No Message
3RD C8 53 3920 139 139 UDCon26 400 UDCon26 500 No Message
3RD C9 60 0 68 68 UDCon26 450 UDCon26 450 No Message
3RD C9 60 2210 68 68 UDCon26 450 UDCon26 450 No Message
3RD C9 60 4420 68 68 UDCon26 450 UDCon26 450 No Message
3RD C10 67 0 265 265 UDCon26 450 UDCon26 450 No Message
3RD C10 67 1960 68 68 UDCon26 450 UDCon26 450 No Message
3RD C10 67 3920 151 151 UDCon26 450 UDCon26 450 No Message
3RD C11 74 0 83 83 UDCon26 500 UDCon26 500 No Message
3RD C11 74 2210 83 83 UDCon26 500 UDCon26 500 No Message
3RD C11 74 4420 83 83 UDCon26 500 UDCon26 500 No Message
3RD C12 81 0 255 255 UDCon26 200 UDCon26 1000 No Message
3RD C12 81 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C12 81 3920 143 143 UDCon26 200 UDCon26 1000 No Message
3RD C13 88 0 323 323 UDCon26 200 UDCon26 1000 No Message
3RD C13 88 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C13 88 4420 334 334 UDCon26 200 UDCon26 1000 No Message
3RD C14 95 0 174 174 UDCon26 200 UDCon26 1000 No Message
3RD C14 95 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C14 95 4420 172 172 UDCon26 200 UDCon26 1000 No Message
3RD C15 116 0 394 394 UDCon26 200 UDCon26 1000 No Message
3RD C15 116 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C15 116 3920 236 236 UDCon26 200 UDCon26 1000 No Message
3RD C16 109 0 345 345 UDCon26 200 UDCon26 1000 No Message
3RD C16 109 2210 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C16 109 4420 325 325 UDCon26 200 UDCon26 1000 No Message
3RD C17 123 0 159 159 UDCon26 300 UDCon26 1000 No Message
3RD C17 123 1960 86 86 UDCon26 300 UDCon26 1000 No Message
3RD C17 123 3920 90 90 UDCon26 300 UDCon26 1000 No Message
3RD C18 130 0 180 180 UDCon26 200 UDCon26 1000 No Message
3RD C18 130 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C18 130 3920 126 126 UDCon26 200 UDCon26 1000 No Message
3RD C19 137 0 103 103 UDCon26 400 UDCon26 500 No Message
3RD C19 137 1960 67 67 UDCon26 400 UDCon26 500 No Message
3RD C19 137 3920 67 67 UDCon26 400 UDCon26 500 No Message
3RD C20 144 0 182 182 UDCon26 300 UDCon26 1000 No Message
3RD C20 144 1960 86 86 UDCon26 300 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
3RD C20 144 3920 142 142 UDCon26 300 UDCon26 1000 No Message
3RD C21 151 0 139 139 UDCon26 200 UDCon26 1000 No Message
3RD C21 151 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C21 151 3920 111 111 UDCon26 200 UDCon26 1000 No Message
3RD C22 158 0 139 139 UDCon26 200 UDCon26 1000 No Message
3RD C22 158 1960 67 67 UDCon26 200 UDCon26 1000 No Message
3RD C22 158 3920 125 125 UDCon26 200 UDCon26 1000 No Message
3RD C23 165 0 393 393 UDCon26 300 UDCon26 1000 No Message
3RD C23 165 1960 86 86 UDCon26 300 UDCon26 1000 No Message
3RD C23 165 3920 307 307 UDCon26 300 UDCon26 1000 No Message
3RD C24 172 0 159 159 UDCon26 500 UDCon26 500 No Message
3RD C24 172 1960 83 83 UDCon26 500 UDCon26 500 No Message
3RD C24 172 3920 83 83 UDCon26 500 UDCon26 500 No Message
2ND C1 5 0 264 264 UDCon26 200 UDCon26 1000 No Message
2ND C1 5 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C1 5 3920 91 91 UDCon26 200 UDCon26 1000 No Message
2ND C2 12 0 420 420 UDCon26 200 UDCon26 1000 No Message
2ND C2 12 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C2 12 4420 349 349 UDCon26 200 UDCon26 1000 No Message
2ND C3 19 0 468 468 UDCon26 200 UDCon26 1000 No Message
2ND C3 19 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C3 19 4420 366 366 UDCon26 200 UDCon26 1000 No Message
2ND C4 26 0 379 379 UDCon26 200 UDCon26 1000 No Message
2ND C4 26 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C4 26 4420 325 325 UDCon26 200 UDCon26 1000 No Message
2ND C5 33 0 186 186 UDCon26 200 UDCon26 1000 No Message
2ND C5 33 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C5 33 3920 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C6 40 0 320 320 UDCon26 200 UDCon26 1000 No Message
2ND C6 40 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C6 40 3920 128 128 UDCon26 200 UDCon26 1000 No Message
2ND C7 47 0 67 67 UDCon26 400 UDCon26 500 No Message
2ND C7 47 2210 67 67 UDCon26 400 UDCon26 500 No Message
2ND C7 47 4420 67 67 UDCon26 400 UDCon26 500 No Message
2ND C8 54 0 150 150 UDCon26 400 UDCon26 500 No Message
2ND C8 54 1960 67 67 UDCon26 400 UDCon26 500 No Message
2ND C8 54 3920 104 104 UDCon26 400 UDCon26 500 No Message
2ND C9 61 0 97 97 UDCon26 450 UDCon26 450 No Message
2ND C9 61 2210 68 68 UDCon26 450 UDCon26 450 No Message
2ND C9 61 4420 68 68 UDCon26 450 UDCon26 450 No Message
2ND C10 68 0 296 296 UDCon26 450 UDCon26 450 No Message
2ND C10 68 1960 68 68 UDCon26 450 UDCon26 450 No Message
2ND C10 68 3920 135 135 UDCon26 450 UDCon26 450 No Message
2ND C11 75 0 83 83 UDCon26 500 UDCon26 500 No Message
2ND C11 75 2210 83 83 UDCon26 500 UDCon26 500 No Message
2ND C11 75 4420 83 83 UDCon26 500 UDCon26 500 No Message
2ND C12 82 0 304 304 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
2ND C12 82 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C12 82 3920 114 114 UDCon26 200 UDCon26 1000 No Message
2ND C13 89 0 530 530 UDCon26 200 UDCon26 1000 No Message
2ND C13 89 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C13 89 4420 481 481 UDCon26 200 UDCon26 1000 No Message
2ND C14 96 0 331 331 UDCon26 200 UDCon26 1000 No Message
2ND C14 96 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C14 96 4420 270 270 UDCon26 200 UDCon26 1000 No Message
2ND C15 117 0 376 376 UDCon26 200 UDCon26 1000 No Message
2ND C15 117 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C15 117 3920 175 175 UDCon26 200 UDCon26 1000 No Message
2ND C16 110 0 523 523 UDCon26 200 UDCon26 1000 No Message
2ND C16 110 2210 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C16 110 4420 487 487 UDCon26 200 UDCon26 1000 No Message
2ND C17 124 0 212 212 UDCon26 300 UDCon26 1000 No Message
2ND C17 124 1960 86 86 UDCon26 300 UDCon26 1000 No Message
2ND C17 124 3920 86 86 UDCon26 300 UDCon26 1000 No Message
2ND C18 131 0 202 202 UDCon26 200 UDCon26 1000 No Message
2ND C18 131 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C18 131 3920 96 96 UDCon26 200 UDCon26 1000 No Message
2ND C19 138 0 67 67 UDCon26 400 UDCon26 500 No Message
2ND C19 138 1960 67 67 UDCon26 400 UDCon26 500 No Message
2ND C19 138 3920 67 67 UDCon26 400 UDCon26 500 No Message
2ND C20 145 0 189 189 UDCon26 300 UDCon26 1000 No Message
2ND C20 145 1960 86 86 UDCon26 300 UDCon26 1000 No Message
2ND C20 145 3920 126 126 UDCon26 300 UDCon26 1000 No Message
2ND C21 152 0 171 171 UDCon26 200 UDCon26 1000 No Message
2ND C21 152 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C21 152 3920 94 94 UDCon26 200 UDCon26 1000 No Message
2ND C22 159 0 214 214 UDCon26 200 UDCon26 1000 No Message
2ND C22 159 1960 67 67 UDCon26 200 UDCon26 1000 No Message
2ND C22 159 3920 110 110 UDCon26 200 UDCon26 1000 No Message
2ND C23 166 0 396 396 UDCon26 300 UDCon26 1000 No Message
2ND C23 166 1960 86 86 UDCon26 300 UDCon26 1000 No Message
2ND C23 166 3920 264 264 UDCon26 300 UDCon26 1000 No Message
2ND C24 173 0 185 185 UDCon26 500 UDCon26 500 No Message
2ND C24 173 1960 83 83 UDCon26 500 UDCon26 500 No Message
2ND C24 173 3920 83 83 UDCon26 500 UDCon26 500 No Message
1ST C1 6 0 94 94 UDCon26 200 UDCon26 1000 No Message
1ST C1 6 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C1 6 3920 85 85 UDCon26 200 UDCon26 1000 No Message
1ST C2 13 0 601 601 UDCon26 200 UDCon26 1000 No Message
1ST C2 13 2210 366 366 UDCon26 200 UDCon26 1000 No Message
1ST C2 13 4420 624 624 UDCon26 200 UDCon26 1000 No Message
1ST C3 20 0 530 530 UDCon26 200 UDCon26 1000 No Message
1ST C3 20 2210 242 242 UDCon26 200 UDCon26 1000 No Message
1ST C3 20 4420 486 486 UDCon26 200 UDCon26 1000 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
1ST C4 27 0 359 359 UDCon26 200 UDCon26 1000 No Message
1ST C4 27 2210 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C4 27 4420 335 335 UDCon26 200 UDCon26 1000 No Message
1ST C5 34 0 74 74 UDCon26 200 UDCon26 1000 No Message
1ST C5 34 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C5 34 3920 91 91 UDCon26 200 UDCon26 1000 No Message
1ST C6 41 0 143 143 UDCon26 200 UDCon26 1000 No Message
1ST C6 41 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C6 41 3920 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C7 48 0 67 67 UDCon26 400 UDCon26 500 No Message
1ST C7 48 2210 67 67 UDCon26 400 UDCon26 500 No Message
1ST C7 48 4420 67 67 UDCon26 400 UDCon26 500 No Message
1ST C8 55 0 67 67 UDCon26 400 UDCon26 500 No Message
1ST C8 55 1960 67 67 UDCon26 400 UDCon26 500 No Message
1ST C8 55 3920 67 67 UDCon26 400 UDCon26 500 No Message
1ST C9 62 0 215 215 UDCon26 450 UDCon26 450 No Message
1ST C9 62 2210 191 191 UDCon26 450 UDCon26 450 No Message
1ST C9 62 4420 245 245 UDCon26 450 UDCon26 450 No Message
1ST C10 69 0 68 68 UDCon26 450 UDCon26 450 No Message
1ST C10 69 1960 68 68 UDCon26 450 UDCon26 450 No Message
1ST C10 69 3920 68 68 UDCon26 450 UDCon26 450 No Message
1ST C11 76 0 83 83 UDCon26 500 UDCon26 500 No Message
1ST C11 76 2210 83 83 UDCon26 500 UDCon26 500 No Message
1ST C11 76 4420 83 83 UDCon26 500 UDCon26 500 No Message
1ST C12 83 0 149 149 UDCon26 200 UDCon26 1000 No Message
1ST C12 83 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C12 83 3920 78 78 UDCon26 200 UDCon26 1000 No Message
1ST C13 90 0 550 550 UDCon26 200 UDCon26 1000 No Message
1ST C13 90 2210 345 345 UDCon26 200 UDCon26 1000 No Message
1ST C13 90 4420 667 667 UDCon26 200 UDCon26 1000 No Message
1ST C14 97 0 458 458 UDCon26 200 UDCon26 1000 No Message
1ST C14 97 2210 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C14 97 4420 368 368 UDCon26 200 UDCon26 1000 No Message
1ST C15 118 0 174 174 UDCon26 200 UDCon26 1000 No Message
1ST C15 118 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C15 118 3920 106 106 UDCon26 200 UDCon26 1000 No Message
1ST C16 111 0 643 643 UDCon26 200 UDCon26 1000 No Message
1ST C16 111 2210 543 543 UDCon26 200 UDCon26 1000 No Message
1ST C16 111 4420 739 739 UDCon26 200 UDCon26 1000 No Message
1ST C17 125 0 86 86 UDCon26 300 UDCon26 1000 No Message
1ST C17 125 1960 86 86 UDCon26 300 UDCon26 1000 No Message
1ST C17 125 3920 86 86 UDCon26 300 UDCon26 1000 No Message
1ST C18 132 0 217 217 UDCon26 200 UDCon26 1000 No Message
1ST C18 132 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C18 132 3920 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C19 139 0 67 67 UDCon26 400 UDCon26 500 No Message
1ST C19 139 1960 67 67 UDCon26 400 UDCon26 500 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
1ST C19 139 3920 67 67 UDCon26 400 UDCon26 500 No Message
1ST C20 146 0 94 94 UDCon26 300 UDCon26 1000 No Message
1ST C20 146 1960 86 86 UDCon26 300 UDCon26 1000 No Message
1ST C20 146 3920 112 112 UDCon26 300 UDCon26 1000 No Message
1ST C21 153 0 104 104 UDCon26 200 UDCon26 1000 No Message
1ST C21 153 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C21 153 3920 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C22 160 0 132 132 UDCon26 200 UDCon26 1000 No Message
1ST C22 160 1960 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C22 160 3920 67 67 UDCon26 200 UDCon26 1000 No Message
1ST C23 167 0 162 162 UDCon26 300 UDCon26 1000 No Message
1ST C23 167 1960 86 86 UDCon26 300 UDCon26 1000 No Message
1ST C23 167 3920 153 153 UDCon26 300 UDCon26 1000 No Message
1ST C24 174 0 83 83 UDCon26 500 UDCon26 500 No Message
1ST C24 174 1960 83 83 UDCon26 500 UDCon26 500 No Message
1ST C24 174 3920 83 83 UDCon26 500 UDCon26 500 No Message
TIES C1 7 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C1 7 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C1 7 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C2 14 0 117 117 UDCon26 200 UDCon26 1000 No Message
TIES C2 14 350 117 117 UDCon26 200 UDCon26 1000 No Message
TIES C2 14 700 117 117 UDCon26 200 UDCon26 1000 No Message
TIES C3 21 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C3 21 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C3 21 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C4 28 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C4 28 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C4 28 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C5 35 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C5 35 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C5 35 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C6 42 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C6 42 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C6 42 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C7 49 0 67 67 UDCon26 400 UDCon26 500 No Message
TIES C7 49 350 67 67 UDCon26 400 UDCon26 500 No Message
TIES C7 49 700 67 67 UDCon26 400 UDCon26 500 No Message
TIES C8 56 0 67 67 UDCon26 400 UDCon26 500 No Message
TIES C8 56 350 67 67 UDCon26 400 UDCon26 500 No Message
TIES C8 56 700 67 67 UDCon26 400 UDCon26 500 No Message
TIES C9 63 0 228 228 UDCon26 450 UDCon26 450 No Message
TIES C9 63 350 229 229 UDCon26 450 UDCon26 450 No Message
TIES C9 63 700 230 230 UDCon26 450 UDCon26 450 No Message
TIES C10 70 0 68 68 UDCon26 450 UDCon26 450 No Message
TIES C10 70 350 68 68 UDCon26 450 UDCon26 450 No Message
TIES C10 70 700 68 68 UDCon26 450 UDCon26 450 No Message
TIES C11 77 0 83 83 UDCon26 500 UDCon26 500 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
TIES C11 77 350 83 83 UDCon26 500 UDCon26 500 No Message
TIES C11 77 700 83 83 UDCon26 500 UDCon26 500 No Message
TIES C12 84 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C12 84 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C12 84 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C13 91 0 125 125 UDCon26 200 UDCon26 1000 No Message
TIES C13 91 350 126 126 UDCon26 200 UDCon26 1000 No Message
TIES C13 91 700 128 128 UDCon26 200 UDCon26 1000 No Message
TIES C14 98 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C14 98 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C14 98 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C15 119 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C15 119 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C15 119 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C16 112 0 174 174 UDCon26 200 UDCon26 1000 No Message
TIES C16 112 350 175 175 UDCon26 200 UDCon26 1000 No Message
TIES C16 112 700 175 175 UDCon26 200 UDCon26 1000 No Message
TIES C17 126 0 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C17 126 350 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C17 126 700 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C18 133 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C18 133 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C18 133 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C19 140 0 67 67 UDCon26 400 UDCon26 500 No Message
TIES C19 140 350 67 67 UDCon26 400 UDCon26 500 No Message
TIES C19 140 700 67 67 UDCon26 400 UDCon26 500 No Message
TIES C20 147 0 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C20 147 350 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C20 147 700 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C21 154 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C21 154 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C21 154 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C22 161 0 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C22 161 350 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C22 161 700 67 67 UDCon26 200 UDCon26 1000 No Message
TIES C23 168 0 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C23 168 350 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C23 168 700 86 86 UDCon26 300 UDCon26 1000 No Message
TIES C24 175 0 83 83 UDCon26 500 UDCon26 500 No Message
TIES C24 175 350 83 83 UDCon26 500 UDCon26 500 No Message
TIES C24 175 700 83 83 UDCon26 500 UDCon26 500 No Message
TIES C25 176 0 40 40 UDCon26 200 UDCon26 200 No Message
TIES C25 176 350 40 40 UDCon26 200 UDCon26 200 No Message
TIES C25 176 700 76 76 UDCon26 200 UDCon26 200 No Message
TIES C26 177 0 40 40 UDCon26 200 UDCon26 200 No Message
TIES C26 177 350 40 40 UDCon26 200 UDCon26 200 No Message
TIES C26 177 700 40 40 UDCon26 200 UDCon26 200 No Message
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Table 6.9 - Concrete Column Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mm
Mid Bar
As
mm²
Corner
Bar As
mm²
V Major
Combo
At V
Major
mm²/m
V Minor
Combo
At V
Minor
mm²/m
Warnings
TIES C27 178 0 40 40 UDCon26 200 UDCon26 200 No Message
TIES C27 178 350 40 40 UDCon26 200 UDCon26 200 No Message
TIES C27 178 700 142 142 UDCon26 200 UDCon26 200 No Message
TIES C28 179 0 40 40 UDCon26 200 UDCon26 200 No Message
TIES C28 179 350 40 40 UDCon26 200 UDCon26 200 No Message
TIES C28 179 700 60 60 UDCon26 200 UDCon26 200 No Message
TIES C29 180 0 40 40 UDCon26 200 UDCon26 200 No Message
TIES C29 180 350 40 40 UDCon26 200 UDCon26 200 No Message
TIES C29 180 700 89 89 UDCon26 200 UDCon26 200 No Message
TIES C30 181 0 53 53 UDCon26 200 UDCon26 400 No Message
TIES C30 181 350 94 94 UDCon26 200 UDCon26 400 No Message
TIES C30 181 700 173 173 UDCon26 200 UDCon26 400 No Message
TIES C31 162 0 53 53 UDCon26 200 UDCon26 400 No Message
TIES C31 162 350 53 53 UDCon26 200 UDCon26 400 No Message
TIES C31 162 700 53 53 UDCon26 200 UDCon26 400 No Message
Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TOP B11 29 481.3 B20X60 No Message UDCon20 130 563 UDCon23 130 339
TOP B11 29 483.3 B20X60 No Message UDCon20 130 561 UDCon23 130 339
TOP B11 29 483.3 B20X60 No Message UDCon20 130 548 UDCon23 130 337
TOP B11 29 966.7 B20X60 No Message UDCon20 130 355 UDCon23 130 302TOP B11 29 966.7 B20X60 No Message UDCon20 130 346 UDCon23 130 300
TOP B11 29 1450 B20X60 No Message UDCon24 130 216 UDCon19 130 276
TOP B11 29 1450 B20X60 No Message UDCon24 130 209 UDCon19 130 275
TOP B11 29 1933.3 B20X60 No Message UDCon24 130 130 UDCon19 130 246
TOP B11 29 1933.3 B20X60 No Message UDCon24 130 130 UDCon19 130 244
TOP B11 29 2416.7 B20X60 No Message UDCon24 130 130 UDCon19 130 201
TOP B11 29 2416.7 B20X60 No Message UDCon24 130 130 UDCon19 130 198
TOP B11 29 2900 B20X60 No Message UDCon26 0 0 UDCon2 130 164
TOP B11 29 2900 B20X60 No Message UDCon26 0 0 UDCon2 130 164
TOP B11 29 3383.3 B20X60 No Message UDCon26 0 0 UDCon20 130 182
TOP B11 29 3383.3 B20X60 No Message UDCon26 0 0 UDCon20 130 186
TOP B11 29 3866.7 B20X60 No Message UDCon23 130 130 UDCon20 130 238
TOP B11 29 3866.7 B20X60 No Message UDCon23 130 130 UDCon20 130 241
TOP B11 29 4350 B20X60 No Message UDCon23 130 195 UDCon20 130 278
TOP B11 29 4350 B20X60 No Message UDCon23 130 203 UDCon20 130 280
TOP B11 29 4833.3 B20X60 No Message UDCon19 130 345 UDCon24 130 312
TOP B11 29 4833.3 B20X60 No Message UDCon19 130 356 UDCon24 130 314
TOP B11 29 5316.7 B20X60 No Message UDCon19 130 575 UDCon24 130 360
TOP B11 29 5316.7 B20X60 No Message UDCon19 130 591 UDCon24 130 363
TOP B11 29 5318.7 B20X60 No Message UDCon19 130 592 UDCon24 130 363
TOP B14 1 481.3 B20X60 No Message UDCon20 130 581 UDCon23 130 248
TOP B14 1 483.3 B20X60 No Message UDCon20 130 579 UDCon23 130 248
TOP B14 1 483.3 B20X60 No Message UDCon20 130 566 UDCon23 130 248TOP B14 1 966.7 B20X60 No Message UDCon20 130 368 UDCon23 130 244
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TOP B14 1 966.7 B20X60 No Message UDCon20 130 358 UDCon23 130 244
TOP B14 1 1450 B20X60 No Message UDCon24 130 220 UDCon19 130 238
TOP B14 1 1450 B20X60 No Message UDCon24 130 213 UDCon19 130 239
TOP B14 1 1933.3 B20X60 No Message UDCon24 130 130 UDCon19 130 235
TOP B14 1 1933.3 B20X60 No Message UDCon24 130 130 UDCon19 130 235
TOP B14 1 2416.7 B20X60 No Message UDCon24 130 130 UDCon19 130 216
TOP B14 1 2416.7 B20X60 No Message UDCon24 130 130 UDCon19 130 214
TOP B14 1 2900 B20X60 No Message UDCon26 0 0 UDCon2 130 187
TOP B14 1 2900 B20X60 No Message UDCon26 0 0 UDCon2 130 188
TOP B14 1 3383.3 B20X60 No Message UDCon26 0 0 UDCon2 130 196
TOP B14 1 3383.3 B20X60 No Message UDCon26 0 0 UDCon2 130 196
TOP B14 1 3866.7 B20X60 No Message UDCon26 0 0 UDCon20 130 212
TOP B14 1 3866.7 B20X60 No Message UDCon26 0 0 UDCon20 130 214
TOP B14 1 4350 B20X60 No Message UDCon23 130 130 UDCon20 130 243
TOP B14 1 4350 B20X60 No Message UDCon23 130 130 UDCon20 130 244
TOP B14 1 4833.3 B20X60 No Message UDCon23 130 130 UDCon20 130 256
TOP B14 1 4833.3 B20X60 No Message UDCon23 130 130 UDCon20 130 256
TOP B14 1 5316.7 B20X60 No Message UDCon23 130 204 UDCon20 130 254
TOP B14 1 5316.7 B20X60 No Message UDCon23 130 209 UDCon20 130 254
TOP B14 1 5800 B20X60 No Message UDCon19 130 319 UDCon24 130 253
TOP B14 1 5800 B20X60 No Message UDCon19 130 329 UDCon24 130 254
TOP B14 1 6150 B20X60 No Message UDCon19 130 444 UDCon24 130 263
TOP B14 1 6150 B20X60 No Message UDCon19 130 460 UDCon24 130 265
TOP B14 1 6300 B20X60 No Message UDCon19 130 538 UDCon24 130 278
TOP B15 43 250 B20X60 No Message UDCon26 130 598 UDCon21 130 616
TOP B15 43 450 B20X60 No Message UDCon26 130 464 UDCon21 130 507
TOP B15 43 450 B20X60 No Message UDCon26 130 452 UDCon21 130 498
TOP B15 43 900 B20X60 No Message UDCon26 130 272 UDCon21 130 348
TOP B15 43 900 B20X60 No Message UDCon26 130 264 UDCon21 130 341
TOP B15 43 1350 B20X60 No Message UDCon26 130 131 UDCon21 130 217
TOP B15 43 1350 B20X60 No Message UDCon26 130 130 UDCon21 130 211
TOP B15 43 1800 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TOP B15 43 1800 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TOP B15 43 2250 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B15 43 2250 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B15 43 2700 B20X60 No Message UDCon25 130 130 UDCon26 130 130TOP B16 8 0 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TOP B16 8 2 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TOP B17 15 0 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TOP B17 15 450 B20X60 No Message UDCon26 130 196 UDCon21 130 209
TOP B17 15 450 B20X60 No Message UDCon26 130 185 UDCon21 130 202
TOP B17 15 900 B20X60 No Message UDCon26 130 130 UDCon21 130 141
TOP B17 15 900 B20X60 No Message UDCon26 130 130 UDCon21 130 137
TOP B17 15 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TOP B17 15 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TOP B17 15 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 139
TOP B17 15 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 143
TOP B17 15 2250 B20X60 No Message UDCon25 130 162 UDCon22 130 214
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TOP B17 15 2250 B20X60 No Message UDCon25 130 172 UDCon22 130 221
TOP B17 15 2700 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B18 22 0 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B18 22 2 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B19 36 348 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B19 36 350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B19 36 350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TOP B19 36 700 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B1 182 323 B40X60 No Message UDCon22 260 1058 UDCon25 260 537
ROOF B1 182 325 B40X60 No Message UDCon22 260 1056 UDCon25 260 536
ROOF B1 182 325 B40X60 No Message UDCon22 260 1032 UDCon25 260 532
ROOF B1 182 650 B40X60 No Message UDCon22 260 762 UDCon25 260 470
ROOF B1 182 650 B40X60 No Message UDCon22 260 747 UDCon25 260 467
ROOF B1 182 1091.7 B40X60 No Message UDCon22 260 485 UDCon25 260 406
ROOF B1 182 1091.7 B40X60 No Message UDCon22 260 475 UDCon25 260 404
ROOF B1 182 1533.3 B40X60 No Message UDCon26 260 285 UDCon21 260 359
ROOF B1 182 1533.3 B40X60 No Message UDCon26 260 279 UDCon21 260 357
ROOF B1 182 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 311
ROOF B1 182 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 308
ROOF B1 182 2460 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B1 182 2460 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B1 182 2945 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B1 182 2945 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B1 182 3430 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B1 182 3430 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B1 182 3915 B40X60 No Message UDCon25 260 260 UDCon22 260 313
ROOF B1 182 3915 B40X60 No Message UDCon25 260 260 UDCon22 260 315
ROOF B1 182 4400 B40X60 No Message UDCon21 260 406 UDCon26 260 367
ROOF B1 182 4400 B40X60 No Message UDCon21 260 417 UDCon26 260 371
ROOF B1 182 4712.5 B40X60 No Message UDCon21 260 599 UDCon26 260 424
ROOF B1 182 4712.5 B40X60 No Message UDCon21 260 617 UDCon26 260 428
ROOF B1 182 4800 B40X60 No Message UDCon21 260 688 UDCon26 260 450
ROOF B2 187 225 B40X60 No Message UDCon22 260 807 UDCon25 260 388
ROOF B2 187 475 B40X60 No Message UDCon22 260 578 UDCon25 260 344
ROOF B2 187 475 B40X60 No Message UDCon22 260 567 UDCon25 260 343
ROOF B2 187 950 B40X60 No Message UDCon22 260 288 UDCon25 260 285ROOF B2 187 950 B40X60 No Message UDCon26 260 280 UDCon21 260 284
ROOF B2 187 1425 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B2 187 1425 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B2 187 1900 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B2 187 1900 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B2 187 2375 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B2 187 2375 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B2 187 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 350
ROOF B2 187 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 353
ROOF B2 187 3325 B40X60 No Message UDCon25 260 260 UDCon22 260 438
ROOF B2 187 3325 B40X60 No Message UDCon25 260 262 UDCon22 260 425
ROOF B2 187 3825 B40X60 No Message UDCon25 260 464 UDCon22 260 497
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B2 187 3825 B40X60 No Message UDCon25 260 471 UDCon22 260 498
ROOF B2 187 4325 B40X60 No Message UDCon21 260 777 UDCon26 260 596
ROOF B2 187 4325 B40X60 No Message UDCon21 260 788 UDCon26 260 597
ROOF B2 187 4327 B40X60 No Message UDCon21 260 790 UDCon26 260 598
ROOF B3 192 485.5 B40X60 No Message UDCon22 260 992 UDCon25 260 652
ROOF B3 192 487.5 B40X60 No Message UDCon22 260 989 UDCon25 260 651
ROOF B3 192 487.5 B40X60 No Message UDCon22 260 974 UDCon25 260 648
ROOF B3 192 975 B40X60 No Message UDCon22 260 561 UDCon25 260 506
ROOF B3 192 975 B40X60 No Message UDCon22 260 550 UDCon25 260 502
ROOF B3 192 1462.5 B40X60 No Message UDCon26 260 264 UDCon21 260 395
ROOF B3 192 1462.5 B40X60 No Message UDCon26 260 260 UDCon21 260 391
ROOF B3 192 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 269
ROOF B3 192 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 264
ROOF B3 192 2400 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B3 192 2400 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B3 192 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 375
ROOF B3 192 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 381
ROOF B3 192 3300 B40X60 No Message UDCon25 260 313 UDCon22 260 512
ROOF B3 192 3300 B40X60 No Message UDCon25 260 322 UDCon22 260 517
ROOF B3 192 3750 B40X60 No Message UDCon25 260 567 UDCon22 260 632
ROOF B3 192 3750 B40X60 No Message UDCon25 260 578 UDCon22 260 637
ROOF B3 192 4200 B40X60 No Message UDCon21 260 925 UDCon26 260 782
ROOF B3 192 4200 B40X60 No Message UDCon21 260 940 UDCon26 260 788
ROOF B3 192 4202 B40X60 No Message UDCon21 260 942 UDCon26 260 789
ROOF B4 197 348 B40X60 No Message UDCon20 260 941 UDCon23 260 915
ROOF B4 197 350 B40X60 No Message UDCon20 260 940 UDCon23 260 913
ROOF B4 197 350 B40X60 No Message UDCon20 260 925 UDCon23 260 898
ROOF B4 197 700 B40X60 No Message UDCon20 260 698 UDCon23 260 661
ROOF B4 197 700 B40X60 No Message UDCon20 260 685 UDCon23 260 656
ROOF B4 197 1141.7 B40X60 No Message UDCon20 260 505 UDCon23 260 436
ROOF B4 197 1141.7 B40X60 No Message UDCon20 260 498 UDCon23 260 428
ROOF B4 197 1583.3 B40X60 No Message UDCon20 260 337 UDCon25 260 260
ROOF B4 197 1583.3 B40X60 No Message UDCon20 260 331 UDCon25 260 260
ROOF B4 197 2025 B40X60 No Message UDCon26 260 260 UDCon26 0 0
ROOF B4 197 2025 B40X60 No Message UDCon26 260 260 UDCon26 0 0
ROOF B4 197 2466.7 B40X60 No Message UDCon19 260 315 UDCon24 260 260ROOF B4 197 2466.7 B40X60 No Message UDCon19 260 326 UDCon24 260 260
ROOF B4 197 2908.3 B40X60 No Message UDCon19 260 631 UDCon24 260 260
ROOF B4 197 2908.3 B40X60 No Message UDCon19 260 644 UDCon24 260 260
ROOF B4 197 3200 B40X60 No Message UDCon19 260 930 UDCon24 260 335
ROOF B5 202 150 B40X60 No Message UDCon20 260 1203 UDCon26 0 0
ROOF B5 202 458.3 B40X60 No Message UDCon20 260 846 UDCon26 0 0
ROOF B5 202 458.3 B40X60 No Message UDCon20 260 832 UDCon26 0 0
ROOF B5 202 916.7 B40X60 No Message UDCon20 260 495 UDCon23 260 260
ROOF B5 202 916.7 B40X60 No Message UDCon20 260 484 UDCon23 260 260
ROOF B5 202 1375 B40X60 No Message UDCon26 260 260 UDCon26 260 260
ROOF B5 202 1375 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B5 202 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 278
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B5 202 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 282
ROOF B5 202 2291.7 B40X60 No Message UDCon26 0 0 UDCon2 260 423
ROOF B5 202 2291.7 B40X60 No Message UDCon26 0 0 UDCon2 260 427
ROOF B5 202 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 541
ROOF B5 202 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 544
ROOF B5 202 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 629
ROOF B5 202 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 631
ROOF B5 202 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 678
ROOF B5 202 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 678
ROOF B5 202 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 688
ROOF B5 202 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 688
ROOF B5 202 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 659
ROOF B5 202 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 658
ROOF B5 202 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 608
ROOF B5 202 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 607
ROOF B5 202 5695.5 B40X60 No Message UDCon26 0 0 UDCon20 260 559
ROOF B5 202 5695.5 B40X60 No Message UDCon26 0 0 UDCon20 260 557
ROOF B5 202 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 475
ROOF B5 202 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 472
ROOF B5 202 6677.3 B40X60 No Message UDCon23 260 314 UDCon20 260 354
ROOF B5 202 6677.3 B40X60 No Message UDCon23 260 320 UDCon20 260 350
ROOF B5 202 7168.2 B40X60 No Message UDCon19 260 589 UDCon24 260 260
ROOF B5 202 7168.2 B40X60 No Message UDCon19 260 598 UDCon24 260 260
ROOF B5 202 7659.1 B40X60 No Message UDCon19 260 953 UDCon24 260 260
ROOF B5 202 7659.1 B40X60 No Message UDCon19 260 965 UDCon24 260 260
ROOF B5 202 7900 B40X60 No Message UDCon19 260 1203 UDCon24 260 260
ROOF B6 207 100 B40X60 No Message UDCon22 260 544 UDCon26 0 0
ROOF B6 207 500 B40X60 No Message UDCon22 260 277 UDCon25 260 260
ROOF B6 207 500 B40X60 No Message UDCon22 260 268 UDCon25 260 260
ROOF B6 207 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B6 207 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B6 207 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B6 207 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B6 207 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 333
ROOF B6 207 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 335
ROOF B6 207 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 416ROOF B6 207 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 419
ROOF B6 207 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 481
ROOF B6 207 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 482
ROOF B6 207 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 504
ROOF B6 207 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 504
ROOF B6 207 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 495
ROOF B6 207 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 494
ROOF B6 207 4350 B40X60 No Message UDCon25 260 260 UDCon22 260 453
ROOF B6 207 4350 B40X60 No Message UDCon25 260 260 UDCon22 260 451
ROOF B6 207 4800 B40X60 No Message UDCon21 260 405 UDCon26 260 387
ROOF B6 207 4800 B40X60 No Message UDCon21 260 414 UDCon26 260 385
ROOF B6 207 5250 B40X60 No Message UDCon21 260 660 UDCon26 260 346
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B6 207 5250 B40X60 No Message UDCon21 260 670 UDCon26 260 344
ROOF B6 207 5450 B40X60 No Message UDCon21 260 815 UDCon26 260 329
ROOF B7 212 491.8 B40X60 No Message UDCon22 260 775 UDCon25 260 514
ROOF B7 212 493.8 B40X60 No Message UDCon22 260 773 UDCon25 260 513
ROOF B7 212 493.8 B40X60 No Message UDCon22 260 763 UDCon25 260 512
ROOF B7 212 987.5 B40X60 No Message UDCon22 260 483 UDCon25 260 438
ROOF B7 212 987.5 B40X60 No Message UDCon22 260 476 UDCon25 260 436
ROOF B7 212 1481.3 B40X60 No Message UDCon26 260 303 UDCon21 260 385
ROOF B7 212 1481.3 B40X60 No Message UDCon26 260 298 UDCon21 260 383
ROOF B7 212 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 316
ROOF B7 212 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 313
ROOF B7 212 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B7 212 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B7 212 2962.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B7 212 2962.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B7 212 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B7 212 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B7 212 3950 B40X60 No Message UDCon21 260 308 UDCon26 260 260
ROOF B7 212 3950 B40X60 No Message UDCon21 260 317 UDCon26 260 260
ROOF B7 212 4300 B40X60 No Message UDCon21 260 528 UDCon26 260 260
ROOF B8 217 200 B40X60 No Message UDCon22 260 732 UDCon25 260 457
ROOF B8 217 387.5 B40X60 No Message UDCon22 260 565 UDCon25 260 383
ROOF B8 217 387.5 B40X60 No Message UDCon22 260 552 UDCon25 260 379
ROOF B8 217 775 B40X60 No Message UDCon22 260 309 UDCon25 260 266
ROOF B8 217 775 B40X60 No Message UDCon22 260 298 UDCon25 260 261
ROOF B8 217 1162.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B8 217 1162.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
ROOF B8 217 1550 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B8 217 1550 B40X60 No Message UDCon26 0 0 UDCon26 260 260
ROOF B8 217 1990 B40X60 No Message UDCon25 260 260 UDCon26 260 260
ROOF B8 217 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 264
ROOF B8 217 2430 B40X60 No Message UDCon25 260 264 UDCon22 260 413
ROOF B8 217 2430 B40X60 No Message UDCon25 260 271 UDCon22 260 419
ROOF B8 217 2870 B40X60 No Message UDCon25 260 469 UDCon22 260 558
ROOF B8 217 2870 B40X60 No Message UDCon25 260 478 UDCon22 260 564
ROOF B8 217 3310 B40X60 No Message UDCon21 260 743 UDCon26 260 726ROOF B8 217 3310 B40X60 No Message UDCon21 260 756 UDCon26 260 734
ROOF B8 217 3312 B40X60 No Message UDCon21 260 758 UDCon26 260 735
ROOF B9 222 483.7 B20X60 No Message UDCon22 130 511 UDCon25 130 341
ROOF B9 222 485.7 B20X60 No Message UDCon22 130 510 UDCon25 130 340
ROOF B9 222 485.7 B20X60 No Message UDCon22 130 481 UDCon25 130 330
ROOF B9 222 971.4 B20X60 No Message UDCon22 130 259 UDCon25 130 226
ROOF B9 222 971.4 B20X60 No Message UDCon22 130 238 UDCon25 130 215
ROOF B9 222 1457.1 B20X60 No Message UDCon26 130 130 UDCon25 130 130
ROOF B9 222 1457.1 B20X60 No Message UDCon26 130 130 UDCon25 130 130
ROOF B9 222 1942.9 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B9 222 1942.9 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B9 222 2428.6 B20X60 No Message UDCon25 130 155 UDCon22 130 238
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B9 222 2428.6 B20X60 No Message UDCon25 130 172 UDCon22 130 252
ROOF B9 222 2914.3 B20X60 No Message UDCon25 130 350 UDCon22 130 385
ROOF B9 222 2914.3 B20X60 No Message UDCon25 130 371 UDCon22 130 399
ROOF B9 222 2916.3 B20X60 No Message UDCon25 130 373 UDCon22 130 400
ROOF B10 227 150 B20X60 No Message UDCon20 130 643 UDCon23 130 196
ROOF B10 227 481.8 B20X60 No Message UDCon20 130 455 UDCon23 130 200
ROOF B10 227 481.8 B20X60 No Message UDCon20 130 441 UDCon23 130 201
ROOF B10 227 963.6 B20X60 No Message UDCon20 130 249 UDCon23 130 216
ROOF B10 227 963.6 B20X60 No Message UDCon20 130 239 UDCon23 130 217
ROOF B10 227 1445.5 B20X60 No Message UDCon24 130 130 UDCon19 130 249
ROOF B10 227 1445.5 B20X60 No Message UDCon24 130 130 UDCon19 130 251
ROOF B10 227 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 267
ROOF B10 227 1927.3 B20X60 No Message UDCon26 0 0 UDCon19 130 267
ROOF B10 227 2409.1 B20X60 No Message UDCon26 0 0 UDCon2 130 270
ROOF B10 227 2409.1 B20X60 No Message UDCon26 0 0 UDCon2 130 272
ROOF B10 227 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 296
ROOF B10 227 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 297
ROOF B10 227 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 294
ROOF B10 227 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 293
ROOF B10 227 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 283
ROOF B10 227 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 284
ROOF B10 227 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 285
ROOF B10 227 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 284
ROOF B10 227 4818.2 B20X60 No Message UDCon23 130 148 UDCon20 130 266
ROOF B10 227 4818.2 B20X60 No Message UDCon23 130 155 UDCon20 130 264
ROOF B10 227 5300 B20X60 No Message UDCon19 130 286 UDCon24 130 236
ROOF B10 227 5300 B20X60 No Message UDCon19 130 297 UDCon24 130 235
ROOF B10 227 5700 B20X60 No Message UDCon19 130 450 UDCon24 130 221
ROOF B10 227 5700 B20X60 No Message UDCon19 130 466 UDCon24 130 219
ROOF B10 227 6100 B20X60 No Message UDCon19 130 679 UDCon24 130 204
ROOF B10 227 6100 B20X60 No Message UDCon19 130 701 UDCon24 130 203
ROOF B10 227 6102 B20X60 No Message UDCon19 130 703 UDCon24 130 203
ROOF B11 232 500 B20X60 No Message UDCon20 130 721 UDCon23 130 334
ROOF B11 232 975 B20X60 No Message UDCon20 130 453 UDCon23 130 334
ROOF B11 232 1450 B20X60 No Message UDCon24 130 253 UDCon19 130 325
ROOF B11 232 1925 B20X60 No Message UDCon24 130 130 UDCon19 130 304ROOF B11 232 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 253
ROOF B11 232 2875 B20X60 No Message UDCon26 0 0 UDCon20 130 192
ROOF B11 232 3350 B20X60 No Message UDCon26 0 0 UDCon20 130 277
ROOF B11 232 3825 B20X60 No Message UDCon23 130 130 UDCon20 130 330
ROOF B11 232 4300 B20X60 No Message UDCon23 130 268 UDCon20 130 354
ROOF B11 232 4300 B20X60 No Message UDCon23 130 256 UDCon20 130 332
ROOF B11 232 4800 B20X60 No Message UDCon19 130 348 UDCon24 130 279
ROOF B11 232 4800 B20X60 No Message UDCon19 130 358 UDCon24 130 279
ROOF B11 232 5300 B20X60 No Message UDCon19 130 579 UDCon24 130 280
ROOF B11 232 5300 B20X60 No Message UDCon19 130 594 UDCon24 130 279
ROOF B11 232 5302 B20X60 No Message UDCon19 130 596 UDCon24 130 280
ROOF B12 242 483.7 B20X60 No Message UDCon22 130 492 UDCon25 130 333
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B12 242 485.7 B20X60 No Message UDCon22 130 490 UDCon25 130 332
ROOF B12 242 485.7 B20X60 No Message UDCon22 130 468 UDCon25 130 327
ROOF B12 242 971.4 B20X60 No Message UDCon22 130 295 UDCon25 130 267
ROOF B12 242 971.4 B20X60 No Message UDCon22 130 279 UDCon25 130 261
ROOF B12 242 1457.1 B20X60 No Message UDCon26 130 162 UDCon21 130 217
ROOF B12 242 1457.1 B20X60 No Message UDCon26 130 151 UDCon21 130 212
ROOF B12 242 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 157
ROOF B12 242 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 150
ROOF B12 242 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
ROOF B12 242 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
ROOF B12 242 2914.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B12 242 2914.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B12 242 3400 B20X60 No Message UDCon21 130 201 UDCon26 130 178
ROOF B12 242 3400 B20X60 No Message UDCon21 130 229 UDCon26 130 196
ROOF B12 242 3725 B20X60 No Message UDCon21 130 356 UDCon26 130 251
ROOF B12 242 3725 B20X60 No Message UDCon21 130 379 UDCon26 130 260
ROOF B12 242 3850 B20X60 No Message UDCon21 130 454 UDCon26 130 296
ROOF B13 247 100 B20X60 No Message UDCon22 130 627 UDCon25 130 433
ROOF B13 247 450 B20X60 No Message UDCon22 130 356 UDCon25 130 243
ROOF B13 247 450 B20X60 No Message UDCon22 130 341 UDCon25 130 237
ROOF B13 247 900 B20X60 No Message UDCon22 130 133 UDCon25 130 130
ROOF B13 247 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
ROOF B13 247 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B13 247 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B13 247 1800 B20X60 No Message UDCon25 130 155 UDCon22 130 212
ROOF B13 247 1800 B20X60 No Message UDCon25 130 164 UDCon22 130 221
ROOF B13 247 2250 B20X60 No Message UDCon25 130 327 UDCon22 130 375
ROOF B13 247 2250 B20X60 No Message UDCon25 130 338 UDCon22 130 385
ROOF B13 247 2600 B20X60 No Message UDCon25 130 536 UDCon22 130 572
ROOF B14 252 485.5 B20X60 No Message UDCon20 130 602 UDCon23 130 294
ROOF B14 252 487.5 B20X60 No Message UDCon20 130 600 UDCon23 130 293
ROOF B14 252 487.5 B20X60 No Message UDCon20 130 583 UDCon23 130 291
ROOF B14 252 975 B20X60 No Message UDCon20 130 365 UDCon23 130 238
ROOF B14 252 975 B20X60 No Message UDCon20 130 353 UDCon23 130 236
ROOF B14 252 1462.5 B20X60 No Message UDCon24 130 205 UDCon19 130 206
ROOF B14 252 1462.5 B20X60 No Message UDCon24 130 197 UDCon19 130 205ROOF B14 252 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 188
ROOF B14 252 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 187
ROOF B14 252 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 161
ROOF B14 252 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 159
ROOF B14 252 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 139
ROOF B14 252 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 139
ROOF B14 252 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 142
ROOF B14 252 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 142
ROOF B14 252 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 182
ROOF B14 252 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 189
ROOF B14 252 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 200
ROOF B14 252 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 218
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
ROOF B14 252 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 221
ROOF B14 252 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 212
ROOF B14 252 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 211
ROOF B14 252 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 194
ROOF B14 252 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 182
ROOF B14 252 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 173
ROOF B14 252 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 173
ROOF B14 252 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 168
ROOF B14 252 5180 B20X60 No Message UDCon23 130 136 UDCon20 130 158
ROOF B14 252 5180 B20X60 No Message UDCon19 130 152 UDCon24 130 151
ROOF B14 252 5300 B20X60 No Message UDCon19 130 154 UDCon24 130 151
ROOF B14 252 5300 B20X60 No Message UDCon19 130 190 UDCon24 130 155
ROOF B14 252 5620 B20X60 No Message UDCon19 130 226 UDCon24 130 161
ROOF B14 252 5620 B20X60 No Message UDCon19 130 274 UDCon24 130 169
ROOF B14 252 5800 B20X60 No Message UDCon19 130 287 UDCon24 130 172
ROOF B14 252 5800 B20X60 No Message UDCon19 130 358 UDCon24 130 196
ROOF B14 252 6060 B20X60 No Message UDCon19 130 400 UDCon24 130 210
ROOF B14 252 6060 B20X60 No Message UDCon19 130 446 UDCon24 130 216
ROOF B14 252 6150 B20X60 No Message UDCon19 130 450 UDCon24 130 218
ROOF B14 252 6150 B20X60 No Message UDCon19 130 614 UDCon24 130 317
ROOF B14 252 6300 B20X60 No Message UDCon19 130 722 UDCon24 130 382
ROOF B15 257 250 B20X60 No Message UDCon22 130 602 UDCon25 130 599
ROOF B15 257 450 B20X60 No Message UDCon26 130 387 UDCon21 130 421
ROOF B15 257 450 B20X60 No Message UDCon26 130 351 UDCon21 130 397
ROOF B15 257 900 B20X60 No Message UDCon26 130 144 UDCon21 130 224
ROOF B15 257 900 B20X60 No Message UDCon26 130 130 UDCon21 130 207
ROOF B15 257 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
ROOF B15 257 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
ROOF B15 257 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B15 257 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
ROOF B15 257 2250 B20X60 No Message UDCon25 130 165 UDCon22 130 176
ROOF B15 257 2250 B20X60 No Message UDCon25 130 173 UDCon22 130 181
ROOF B15 257 2700 B20X60 No Message UDCon21 130 199 UDCon26 130 188
4TH B1 183 323 B40X60 No Message UDCon22 260 1499 UDCon25 260 778
4TH B1 183 325 B40X60 No Message UDCon22 260 1496 UDCon25 260 777
4TH B1 183 325 B40X60 No Message UDCon22 260 1460 UDCon25 260 7694TH B1 183 650 B40X60 No Message UDCon22 260 1065 UDCon25 260 665
4TH B1 183 650 B40X60 No Message UDCon22 260 1042 UDCon25 260 660
4TH B1 183 1091.7 B40X60 No Message UDCon22 260 655 UDCon25 260 556
4TH B1 183 1091.7 B40X60 No Message UDCon22 260 642 UDCon25 260 552
4TH B1 183 1533.3 B40X60 No Message UDCon26 260 374 UDCon21 260 473
4TH B1 183 1533.3 B40X60 No Message UDCon26 260 365 UDCon21 260 470
4TH B1 183 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 389
4TH B1 183 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 386
4TH B1 183 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 269
4TH B1 183 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 265
4TH B1 183 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 278
4TH B1 183 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 283
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B1 183 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 418
4TH B1 183 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 422
4TH B1 183 3915 B40X60 No Message UDCon25 260 377 UDCon22 260 531
4TH B1 183 3915 B40X60 No Message UDCon25 260 386 UDCon22 260 534
4TH B1 183 4400 B40X60 No Message UDCon21 260 695 UDCon26 260 641
4TH B1 183 4400 B40X60 No Message UDCon21 260 712 UDCon26 260 647
4TH B1 183 4712.5 B40X60 No Message UDCon21 260 1003 UDCon26 260 752
4TH B1 183 4712.5 B40X60 No Message UDCon21 260 1032 UDCon26 260 761
4TH B1 183 4800 B40X60 No Message UDCon21 260 1152 UDCon26 260 805
4TH B2 188 225 B40X60 No Message UDCon22 260 1360 UDCon25 260 706
4TH B2 188 475 B40X60 No Message UDCon22 260 980 UDCon25 260 615
4TH B2 188 475 B40X60 No Message UDCon22 260 962 UDCon25 260 613
4TH B2 188 950 B40X60 No Message UDCon22 260 533 UDCon25 260 499
4TH B2 188 950 B40X60 No Message UDCon22 260 520 UDCon25 260 496
4TH B2 188 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 417
4TH B2 188 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 414
4TH B2 188 1900 B40X60 No Message UDCon26 0 0 UDCon21 260 307
4TH B2 188 1900 B40X60 No Message UDCon26 0 0 UDCon21 260 303
4TH B2 188 2375 B40X60 No Message UDCon26 0 0 UDCon26 260 260
4TH B2 188 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 266
4TH B2 188 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 425
4TH B2 188 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 430
4TH B2 188 3325 B40X60 No Message UDCon25 260 319 UDCon22 260 567
4TH B2 188 3325 B40X60 No Message UDCon25 260 340 UDCon22 260 545
4TH B2 188 3825 B40X60 No Message UDCon25 260 623 UDCon22 260 667
4TH B2 188 3825 B40X60 No Message UDCon25 260 634 UDCon22 260 670
4TH B2 188 4325 B40X60 No Message UDCon21 260 1079 UDCon26 260 834
4TH B2 188 4325 B40X60 No Message UDCon21 260 1095 UDCon26 260 836
4TH B2 188 4327 B40X60 No Message UDCon21 260 1098 UDCon26 260 837
4TH B3 193 485.5 B40X60 No Message UDCon22 260 1295 UDCon25 260 849
4TH B3 193 487.5 B40X60 No Message UDCon22 260 1292 UDCon25 260 847
4TH B3 193 487.5 B40X60 No Message UDCon22 260 1271 UDCon25 260 844
4TH B3 193 975 B40X60 No Message UDCon22 260 717 UDCon25 260 657
4TH B3 193 975 B40X60 No Message UDCon22 260 701 UDCon25 260 651
4TH B3 193 1462.5 B40X60 No Message UDCon26 260 339 UDCon21 260 519
4TH B3 193 1462.5 B40X60 No Message UDCon26 260 329 UDCon21 260 5154TH B3 193 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 360
4TH B3 193 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 354
4TH B3 193 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 263
4TH B3 193 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 271
4TH B3 193 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 464
4TH B3 193 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 471
4TH B3 193 3300 B40X60 No Message UDCon25 260 389 UDCon22 260 629
4TH B3 193 3300 B40X60 No Message UDCon25 260 400 UDCon22 260 634
4TH B3 193 3750 B40X60 No Message UDCon25 260 718 UDCon22 260 773
4TH B3 193 3750 B40X60 No Message UDCon25 260 732 UDCon22 260 778
4TH B3 193 4200 B40X60 No Message UDCon21 260 1215 UDCon26 260 966
4TH B3 193 4200 B40X60 No Message UDCon21 260 1236 UDCon26 260 973
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B3 193 4202 B40X60 No Message UDCon21 260 1239 UDCon26 260 974
4TH B4 198 348 B40X60 No Message UDCon20 260 1245 UDCon23 260 1161
4TH B4 198 350 B40X60 No Message UDCon20 260 1243 UDCon23 260 1158
4TH B4 198 350 B40X60 No Message UDCon20 260 1219 UDCon23 260 1137
4TH B4 198 700 B40X60 No Message UDCon20 260 870 UDCon23 260 807
4TH B4 198 700 B40X60 No Message UDCon20 260 854 UDCon23 260 801
4TH B4 198 1141.7 B40X60 No Message UDCon20 260 558 UDCon23 260 493
4TH B4 198 1141.7 B40X60 No Message UDCon20 260 547 UDCon23 260 482
4TH B4 198 1583.3 B40X60 No Message UDCon20 260 281 UDCon25 260 260
4TH B4 198 1583.3 B40X60 No Message UDCon20 260 271 UDCon25 260 260
4TH B4 198 2025 B40X60 No Message UDCon26 260 260 UDCon24 260 260
4TH B4 198 2025 B40X60 No Message UDCon26 260 260 UDCon24 260 260
4TH B4 198 2466.7 B40X60 No Message UDCon19 260 509 UDCon24 260 282
4TH B4 198 2466.7 B40X60 No Message UDCon19 260 523 UDCon24 260 292
4TH B4 198 2908.3 B40X60 No Message UDCon19 260 950 UDCon24 260 585
4TH B4 198 2908.3 B40X60 No Message UDCon19 260 969 UDCon24 260 594
4TH B4 198 3200 B40X60 No Message UDCon19 260 1390 UDCon24 260 866
4TH B5 203 150 B40X60 No Message UDCon20 260 1907 UDCon26 0 0
4TH B5 203 458.3 B40X60 No Message UDCon20 260 1327 UDCon23 260 260
4TH B5 203 458.3 B40X60 No Message UDCon20 260 1307 UDCon23 260 260
4TH B5 203 916.7 B40X60 No Message UDCon20 260 788 UDCon23 260 260
4TH B5 203 916.7 B40X60 No Message UDCon20 260 772 UDCon23 260 260
4TH B5 203 1375 B40X60 No Message UDCon20 260 401 UDCon23 260 276
4TH B5 203 1375 B40X60 No Message UDCon20 260 389 UDCon23 260 279
4TH B5 203 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 404
4TH B5 203 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 408
4TH B5 203 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 513
4TH B5 203 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 516
4TH B5 203 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 635
4TH B5 203 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 639
4TH B5 203 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 747
4TH B5 203 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 750
4TH B5 203 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 811
4TH B5 203 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 812
4TH B5 203 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 820
4TH B5 203 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 8204TH B5 203 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 775
4TH B5 203 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 773
4TH B5 203 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 734
4TH B5 203 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 733
4TH B5 203 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 667
4TH B5 203 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 664
4TH B5 203 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 553
4TH B5 203 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 548
4TH B5 203 6677.3 B40X60 No Message UDCon19 260 499 UDCon24 260 404
4TH B5 203 6677.3 B40X60 No Message UDCon19 260 509 UDCon24 260 401
4TH B5 203 7168.2 B40X60 No Message UDCon19 260 907 UDCon24 260 277
4TH B5 203 7168.2 B40X60 No Message UDCon19 260 921 UDCon24 260 273
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B5 203 7659.1 B40X60 No Message UDCon19 260 1459 UDCon24 260 260
4TH B5 203 7659.1 B40X60 No Message UDCon19 260 1477 UDCon24 260 260
4TH B5 203 7900 B40X60 No Message UDCon19 260 1846 UDCon24 260 260
4TH B6 208 100 B40X60 No Message UDCon22 260 888 UDCon25 260 260
4TH B6 208 500 B40X60 No Message UDCon22 260 492 UDCon25 260 260
4TH B6 208 500 B40X60 No Message UDCon22 260 479 UDCon25 260 260
4TH B6 208 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
4TH B6 208 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
4TH B6 208 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
4TH B6 208 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
4TH B6 208 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 387
4TH B6 208 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 390
4TH B6 208 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 472
4TH B6 208 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 475
4TH B6 208 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 562
4TH B6 208 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 564
4TH B6 208 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 596
4TH B6 208 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 597
4TH B6 208 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 586
4TH B6 208 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 584
4TH B6 208 4350 B40X60 No Message UDCon25 260 348 UDCon22 260 533
4TH B6 208 4350 B40X60 No Message UDCon25 260 356 UDCon22 260 530
4TH B6 208 4800 B40X60 No Message UDCon21 260 604 UDCon26 260 465
4TH B6 208 4800 B40X60 No Message UDCon21 260 616 UDCon26 260 463
4TH B6 208 5250 B40X60 No Message UDCon21 260 981 UDCon26 260 414
4TH B6 208 5250 B40X60 No Message UDCon21 260 998 UDCon26 260 411
4TH B6 208 5450 B40X60 No Message UDCon21 260 1214 UDCon26 260 394
4TH B7 213 491.8 B40X60 No Message UDCon22 260 1013 UDCon25 260 663
4TH B7 213 493.8 B40X60 No Message UDCon22 260 1010 UDCon25 260 662
4TH B7 213 493.8 B40X60 No Message UDCon22 260 996 UDCon25 260 660
4TH B7 213 987.5 B40X60 No Message UDCon22 260 600 UDCon25 260 554
4TH B7 213 987.5 B40X60 No Message UDCon22 260 590 UDCon25 260 551
4TH B7 213 1481.3 B40X60 No Message UDCon26 260 353 UDCon21 260 479
4TH B7 213 1481.3 B40X60 No Message UDCon26 260 346 UDCon21 260 477
4TH B7 213 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 380
4TH B7 213 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 3764TH B7 213 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
4TH B7 213 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
4TH B7 213 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
4TH B7 213 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
4TH B7 213 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
4TH B7 213 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
4TH B7 213 3950 B40X60 No Message UDCon21 260 492 UDCon26 260 260
4TH B7 213 3950 B40X60 No Message UDCon21 260 505 UDCon26 260 260
4TH B7 213 4300 B40X60 No Message UDCon21 260 812 UDCon26 260 260
4TH B8 218 200 B40X60 No Message UDCon22 260 1256 UDCon25 260 839
4TH B8 218 387.5 B40X60 No Message UDCon22 260 974 UDCon25 260 705
4TH B8 218 387.5 B40X60 No Message UDCon22 260 951 UDCon25 260 696
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B8 218 775 B40X60 No Message UDCon22 260 573 UDCon25 260 507
4TH B8 218 775 B40X60 No Message UDCon22 260 556 UDCon25 260 498
4TH B8 218 1162.5 B40X60 No Message UDCon26 260 273 UDCon21 260 343
4TH B8 218 1162.5 B40X60 No Message UDCon26 260 260 UDCon21 260 336
4TH B8 218 1550 B40X60 No Message UDCon26 260 260 UDCon25 260 260
4TH B8 218 1550 B40X60 No Message UDCon26 260 260 UDCon26 260 260
4TH B8 218 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 273
4TH B8 218 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 282
4TH B8 218 2430 B40X60 No Message UDCon25 260 314 UDCon22 260 508
4TH B8 218 2430 B40X60 No Message UDCon25 260 325 UDCon22 260 516
4TH B8 218 2870 B40X60 No Message UDCon25 260 613 UDCon22 260 731
4TH B8 218 2870 B40X60 No Message UDCon25 260 625 UDCon22 260 740
4TH B8 218 3310 B40X60 No Message UDCon21 260 1022 UDCon26 260 1004
4TH B8 218 3310 B40X60 No Message UDCon21 260 1042 UDCon26 260 1015
4TH B8 218 3312 B40X60 No Message UDCon21 260 1045 UDCon26 260 1017
4TH B9 223 483.7 B20X60 No Message UDCon22 130 663 UDCon25 130 456
4TH B9 223 485.7 B20X60 No Message UDCon22 130 661 UDCon25 130 454
4TH B9 223 485.7 B20X60 No Message UDCon22 130 622 UDCon25 130 439
4TH B9 223 971.4 B20X60 No Message UDCon22 130 324 UDCon25 130 292
4TH B9 223 971.4 B20X60 No Message UDCon22 130 297 UDCon25 130 276
4TH B9 223 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 156
4TH B9 223 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 141
4TH B9 223 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 137
4TH B9 223 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 157
4TH B9 223 2428.6 B20X60 No Message UDCon25 130 216 UDCon22 130 325
4TH B9 223 2428.6 B20X60 No Message UDCon25 130 239 UDCon22 130 344
4TH B9 223 2914.3 B20X60 No Message UDCon25 130 482 UDCon22 130 533
4TH B9 223 2914.3 B20X60 No Message UDCon25 130 512 UDCon22 130 553
4TH B9 223 2916.3 B20X60 No Message UDCon25 130 515 UDCon22 130 555
4TH B10 228 150 B20X60 No Message UDCon20 130 1026 UDCon23 130 223
4TH B10 228 481.8 B20X60 No Message UDCon20 130 729 UDCon23 130 234
4TH B10 228 481.8 B20X60 No Message UDCon20 130 707 UDCon23 130 236
4TH B10 228 963.6 B20X60 No Message UDCon20 130 413 UDCon23 130 266
4TH B10 228 963.6 B20X60 No Message UDCon20 130 398 UDCon23 130 267
4TH B10 228 1445.5 B20X60 No Message UDCon24 130 203 UDCon19 130 305
4TH B10 228 1445.5 B20X60 No Message UDCon24 130 194 UDCon19 130 3084TH B10 228 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 340
4TH B10 228 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 341
4TH B10 228 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 344
4TH B10 228 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 344
4TH B10 228 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 349
4TH B10 228 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 351
4TH B10 228 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 353
4TH B10 228 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 352
4TH B10 228 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 337
4TH B10 228 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 338
4TH B10 228 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 342
4TH B10 228 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 341
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B10 228 4818.2 B20X60 No Message UDCon23 130 161 UDCon20 130 318
4TH B10 228 4818.2 B20X60 No Message UDCon23 130 170 UDCon20 130 316
4TH B10 228 5300 B20X60 No Message UDCon19 130 336 UDCon24 130 278
4TH B10 228 5300 B20X60 No Message UDCon19 130 350 UDCon24 130 276
4TH B10 228 5700 B20X60 No Message UDCon19 130 556 UDCon24 130 257
4TH B10 228 5700 B20X60 No Message UDCon19 130 577 UDCon24 130 255
4TH B10 228 6100 B20X60 No Message UDCon19 130 864 UDCon24 130 233
4TH B10 228 6100 B20X60 No Message UDCon19 130 895 UDCon24 130 231
4TH B10 228 6102 B20X60 No Message UDCon19 130 897 UDCon24 130 231
4TH B11 233 500 B20X60 No Message UDCon20 130 785 UDCon23 130 384
4TH B11 233 975 B20X60 No Message UDCon20 130 499 UDCon23 130 375
4TH B11 233 1450 B20X60 No Message UDCon24 130 283 UDCon19 130 356
4TH B11 233 1925 B20X60 No Message UDCon24 130 130 UDCon19 130 326
4TH B11 233 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 267
4TH B11 233 2875 B20X60 No Message UDCon26 0 0 UDCon20 130 197
4TH B11 233 3350 B20X60 No Message UDCon26 0 0 UDCon20 130 293
4TH B11 233 3825 B20X60 No Message UDCon23 130 130 UDCon20 130 359
4TH B11 233 4300 B20X60 No Message UDCon23 130 290 UDCon20 130 397
4TH B11 233 4300 B20X60 No Message UDCon23 130 277 UDCon20 130 371
4TH B11 233 4800 B20X60 No Message UDCon19 130 379 UDCon24 130 311
4TH B11 233 4800 B20X60 No Message UDCon19 130 390 UDCon24 130 312
4TH B11 233 5300 B20X60 No Message UDCon19 130 639 UDCon24 130 316
4TH B11 233 5300 B20X60 No Message UDCon19 130 656 UDCon24 130 315
4TH B11 233 5302 B20X60 No Message UDCon19 130 658 UDCon24 130 316
4TH B12 243 483.7 B20X60 No Message UDCon22 130 603 UDCon25 130 406
4TH B12 243 485.7 B20X60 No Message UDCon22 130 601 UDCon25 130 404
4TH B12 243 485.7 B20X60 No Message UDCon22 130 572 UDCon25 130 397
4TH B12 243 971.4 B20X60 No Message UDCon22 130 344 UDCon25 130 314
4TH B12 243 971.4 B20X60 No Message UDCon22 130 324 UDCon25 130 305
4TH B12 243 1457.1 B20X60 No Message UDCon26 130 173 UDCon21 130 245
4TH B12 243 1457.1 B20X60 No Message UDCon26 130 158 UDCon21 130 238
4TH B12 243 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 163
4TH B12 243 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 154
4TH B12 243 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
4TH B12 243 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
4TH B12 243 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 1864TH B12 243 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 193
4TH B12 243 3400 B20X60 No Message UDCon21 130 321 UDCon26 130 300
4TH B12 243 3400 B20X60 No Message UDCon21 130 361 UDCon26 130 328
4TH B12 243 3725 B20X60 No Message UDCon21 130 549 UDCon26 130 418
4TH B12 243 3725 B20X60 No Message UDCon21 130 582 UDCon26 130 434
4TH B12 243 3850 B20X60 No Message UDCon21 130 695 UDCon26 130 497
4TH B13 248 100 B20X60 No Message UDCon22 130 432 UDCon25 130 258
4TH B13 248 450 B20X60 No Message UDCon22 130 247 UDCon25 130 135
4TH B13 248 450 B20X60 No Message UDCon22 130 235 UDCon25 130 133
4TH B13 248 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
4TH B13 248 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
4TH B13 248 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B13 248 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
4TH B13 248 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 160
4TH B13 248 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 166
4TH B13 248 2250 B20X60 No Message UDCon25 130 207 UDCon22 130 249
4TH B13 248 2250 B20X60 No Message UDCon25 130 215 UDCon22 130 254
4TH B13 248 2600 B20X60 No Message UDCon25 130 341 UDCon22 130 347
4TH B14 253 485.5 B20X60 No Message UDCon20 130 695 UDCon23 130 302
4TH B14 253 487.5 B20X60 No Message UDCon20 130 693 UDCon23 130 301
4TH B14 253 487.5 B20X60 No Message UDCon20 130 672 UDCon23 130 300
4TH B14 253 975 B20X60 No Message UDCon20 130 409 UDCon23 130 253
4TH B14 253 975 B20X60 No Message UDCon20 130 395 UDCon23 130 251
4TH B14 253 1462.5 B20X60 No Message UDCon24 130 217 UDCon19 130 231
4TH B14 253 1462.5 B20X60 No Message UDCon24 130 208 UDCon19 130 230
4TH B14 253 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 223
4TH B14 253 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 222
4TH B14 253 2437.5 B20X60 No Message UDCon26 0 0 UDCon19 130 199
4TH B14 253 2437.5 B20X60 No Message UDCon26 0 0 UDCon19 130 197
4TH B14 253 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 173
4TH B14 253 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 173
4TH B14 253 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 175
4TH B14 253 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 175
4TH B14 253 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 218
4TH B14 253 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 225
4TH B14 253 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 235
4TH B14 253 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 251
4TH B14 253 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 254
4TH B14 253 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 244
4TH B14 253 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 242
4TH B14 253 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 222
4TH B14 253 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 208
4TH B14 253 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 198
4TH B14 253 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 197
4TH B14 253 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 190
4TH B14 253 5180 B20X60 No Message UDCon23 130 139 UDCon20 130 176
4TH B14 253 5180 B20X60 No Message UDCon23 130 157 UDCon20 130 166
4TH B14 253 5300 B20X60 No Message UDCon23 130 160 UDCon20 130 1654TH B14 253 5300 B20X60 No Message UDCon19 130 202 UDCon24 130 166
4TH B14 253 5620 B20X60 No Message UDCon19 130 246 UDCon24 130 170
4TH B14 253 5620 B20X60 No Message UDCon19 130 304 UDCon24 130 175
4TH B14 253 5800 B20X60 No Message UDCon19 130 318 UDCon24 130 178
4TH B14 253 5800 B20X60 No Message UDCon19 130 406 UDCon24 130 200
4TH B14 253 6060 B20X60 No Message UDCon19 130 456 UDCon24 130 213
4TH B14 253 6060 B20X60 No Message UDCon19 130 513 UDCon24 130 217
4TH B14 253 6150 B20X60 No Message UDCon19 130 518 UDCon24 130 219
4TH B14 253 6150 B20X60 No Message UDCon19 130 707 UDCon24 130 325
4TH B14 253 6300 B20X60 No Message UDCon19 130 831 UDCon24 130 397
4TH B15 258 250 B20X60 No Message UDCon26 130 486 UDCon21 130 495
4TH B15 258 450 B20X60 No Message UDCon26 130 305 UDCon21 130 354
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
4TH B15 258 450 B20X60 No Message UDCon26 130 275 UDCon21 130 337
4TH B15 258 900 B20X60 No Message UDCon26 130 130 UDCon21 130 203
4TH B15 258 900 B20X60 No Message UDCon26 130 130 UDCon21 130 190
4TH B15 258 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
4TH B15 258 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
4TH B15 258 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
4TH B15 258 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
4TH B15 258 2250 B20X60 No Message UDCon25 130 134 UDCon22 130 158
4TH B15 258 2250 B20X60 No Message UDCon25 130 141 UDCon22 130 160
4TH B15 258 2700 B20X60 No Message UDCon21 130 169 UDCon26 130 158
3RD B1 184 323 B40X60 No Message UDCon22 260 1612 UDCon25 260 909
3RD B1 184 325 B40X60 No Message UDCon22 260 1608 UDCon25 260 908
3RD B1 184 325 B40X60 No Message UDCon22 260 1570 UDCon25 260 897
3RD B1 184 650 B40X60 No Message UDCon22 260 1147 UDCon25 260 763
3RD B1 184 650 B40X60 No Message UDCon22 260 1123 UDCon25 260 756
3RD B1 184 1091.7 B40X60 No Message UDCon22 260 709 UDCon25 260 626
3RD B1 184 1091.7 B40X60 No Message UDCon22 260 695 UDCon25 260 621
3RD B1 184 1533.3 B40X60 No Message UDCon26 260 415 UDCon21 260 524
3RD B1 184 1533.3 B40X60 No Message UDCon26 260 405 UDCon21 260 520
3RD B1 184 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 421
3RD B1 184 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 417
3RD B1 184 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 282
3RD B1 184 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 277
3RD B1 184 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 278
3RD B1 184 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 283
3RD B1 184 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 432
3RD B1 184 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 436
3RD B1 184 3915 B40X60 No Message UDCon25 260 419 UDCon22 260 559
3RD B1 184 3915 B40X60 No Message UDCon25 260 428 UDCon22 260 563
3RD B1 184 4400 B40X60 No Message UDCon21 260 764 UDCon26 260 690
3RD B1 184 4400 B40X60 No Message UDCon21 260 784 UDCon26 260 697
3RD B1 184 4712.5 B40X60 No Message UDCon21 260 1099 UDCon26 260 820
3RD B1 184 4712.5 B40X60 No Message UDCon21 260 1130 UDCon26 260 830
3RD B1 184 4800 B40X60 No Message UDCon21 260 1260 UDCon26 260 881
3RD B2 189 225 B40X60 No Message UDCon22 260 1461 UDCon25 260 802
3RD B2 189 475 B40X60 No Message UDCon22 260 1055 UDCon25 260 6863RD B2 189 475 B40X60 No Message UDCon22 260 1036 UDCon25 260 683
3RD B2 189 950 B40X60 No Message UDCon22 260 577 UDCon25 260 545
3RD B2 189 950 B40X60 No Message UDCon22 260 564 UDCon25 260 541
3RD B2 189 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 443
3RD B2 189 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 439
3RD B2 189 1900 B40X60 No Message UDCon26 260 260 UDCon21 260 314
3RD B2 189 1900 B40X60 No Message UDCon26 0 0 UDCon21 260 309
3RD B2 189 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 271
3RD B2 189 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 278
3RD B2 189 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 454
3RD B2 189 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 459
3RD B2 189 3325 B40X60 No Message UDCon25 260 370 UDCon22 260 616
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B2 189 3325 B40X60 No Message UDCon25 260 389 UDCon22 260 593
3RD B2 189 3825 B40X60 No Message UDCon25 260 696 UDCon22 260 740
3RD B2 189 3825 B40X60 No Message UDCon25 260 708 UDCon22 260 744
3RD B2 189 4325 B40X60 No Message UDCon21 260 1197 UDCon26 260 944
3RD B2 189 4325 B40X60 No Message UDCon21 260 1214 UDCon26 260 947
3RD B2 189 4327 B40X60 No Message UDCon21 260 1217 UDCon26 260 948
3RD B3 194 485.5 B40X60 No Message UDCon22 260 1459 UDCon25 260 1002
3RD B3 194 487.5 B40X60 No Message UDCon22 260 1455 UDCon25 260 1000
3RD B3 194 487.5 B40X60 No Message UDCon22 260 1432 UDCon25 260 995
3RD B3 194 975 B40X60 No Message UDCon22 260 817 UDCon25 260 755
3RD B3 194 975 B40X60 No Message UDCon22 260 799 UDCon25 260 748
3RD B3 194 1462.5 B40X60 No Message UDCon26 260 396 UDCon21 260 578
3RD B3 194 1462.5 B40X60 No Message UDCon26 260 384 UDCon21 260 572
3RD B3 194 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 384
3RD B3 194 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 377
3RD B3 194 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 271
3RD B3 194 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 281
3RD B3 194 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 503
3RD B3 194 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 511
3RD B3 194 3300 B40X60 No Message UDCon25 260 460 UDCon22 260 701
3RD B3 194 3300 B40X60 No Message UDCon25 260 472 UDCon22 260 707
3RD B3 194 3750 B40X60 No Message UDCon25 260 831 UDCon22 260 889
3RD B3 194 3750 B40X60 No Message UDCon25 260 848 UDCon22 260 896
3RD B3 194 4200 B40X60 No Message UDCon21 260 1389 UDCon26 260 1134
3RD B3 194 4200 B40X60 No Message UDCon21 260 1412 UDCon26 260 1143
3RD B3 194 4202 B40X60 No Message UDCon21 260 1416 UDCon26 260 1144
3RD B4 199 348 B40X60 No Message UDCon20 260 1399 UDCon23 260 1330
3RD B4 199 350 B40X60 No Message UDCon20 260 1396 UDCon23 260 1327
3RD B4 199 350 B40X60 No Message UDCon20 260 1370 UDCon23 260 1303
3RD B4 199 700 B40X60 No Message UDCon20 260 978 UDCon23 260 921
3RD B4 199 700 B40X60 No Message UDCon20 260 960 UDCon23 260 914
3RD B4 199 1141.7 B40X60 No Message UDCon20 260 626 UDCon23 260 561
3RD B4 199 1141.7 B40X60 No Message UDCon20 260 615 UDCon23 260 549
3RD B4 199 1583.3 B40X60 No Message UDCon20 260 320 UDCon25 260 260
3RD B4 199 1583.3 B40X60 No Message UDCon20 260 310 UDCon25 260 260
3RD B4 199 2025 B40X60 No Message UDCon26 260 260 UDCon26 0 03RD B4 199 2025 B40X60 No Message UDCon26 260 260 UDCon24 260 260
3RD B4 199 2466.7 B40X60 No Message UDCon19 260 546 UDCon24 260 303
3RD B4 199 2466.7 B40X60 No Message UDCon19 260 562 UDCon24 260 314
3RD B4 199 2908.3 B40X60 No Message UDCon19 260 1033 UDCon24 260 639
3RD B4 199 2908.3 B40X60 No Message UDCon19 260 1055 UDCon24 260 649
3RD B4 199 3200 B40X60 No Message UDCon19 260 1520 UDCon24 260 955
3RD B5 204 150 B40X60 No Message UDCon20 260 1944 UDCon26 0 0
3RD B5 204 458.3 B40X60 No Message UDCon20 260 1352 UDCon23 260 260
3RD B5 204 458.3 B40X60 No Message UDCon20 260 1331 UDCon23 260 260
3RD B5 204 916.7 B40X60 No Message UDCon20 260 804 UDCon23 260 260
3RD B5 204 916.7 B40X60 No Message UDCon20 260 788 UDCon23 260 260
3RD B5 204 1375 B40X60 No Message UDCon20 260 412 UDCon23 260 285
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B5 204 1375 B40X60 No Message UDCon20 260 400 UDCon23 260 288
3RD B5 204 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 410
3RD B5 204 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 415
3RD B5 204 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 517
3RD B5 204 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 520
3RD B5 204 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 634
3RD B5 204 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 638
3RD B5 204 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 747
3RD B5 204 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 750
3RD B5 204 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 812
3RD B5 204 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 813
3RD B5 204 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 823
3RD B5 204 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 822
3RD B5 204 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 779
3RD B5 204 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 777
3RD B5 204 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 759
3RD B5 204 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 758
3RD B5 204 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 696
3RD B5 204 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 694
3RD B5 204 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 588
3RD B5 204 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 584
3RD B5 204 6677.3 B40X60 No Message UDCon19 260 514 UDCon24 260 443
3RD B5 204 6677.3 B40X60 No Message UDCon19 260 525 UDCon24 260 440
3RD B5 204 7168.2 B40X60 No Message UDCon19 260 926 UDCon24 260 323
3RD B5 204 7168.2 B40X60 No Message UDCon19 260 940 UDCon24 260 319
3RD B5 204 7659.1 B40X60 No Message UDCon19 260 1484 UDCon24 260 260
3RD B5 204 7659.1 B40X60 No Message UDCon19 260 1503 UDCon24 260 260
3RD B5 204 7900 B40X60 No Message UDCon19 260 1877 UDCon24 260 260
3RD B6 209 100 B40X60 No Message UDCon22 260 894 UDCon25 260 260
3RD B6 209 500 B40X60 No Message UDCon22 260 497 UDCon25 260 260
3RD B6 209 500 B40X60 No Message UDCon22 260 484 UDCon25 260 260
3RD B6 209 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
3RD B6 209 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
3RD B6 209 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
3RD B6 209 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
3RD B6 209 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 3843RD B6 209 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 388
3RD B6 209 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 471
3RD B6 209 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 474
3RD B6 209 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 563
3RD B6 209 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 565
3RD B6 209 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 598
3RD B6 209 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 598
3RD B6 209 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 589
3RD B6 209 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 587
3RD B6 209 4350 B40X60 No Message UDCon25 260 341 UDCon22 260 537
3RD B6 209 4350 B40X60 No Message UDCon25 260 349 UDCon22 260 534
3RD B6 209 4800 B40X60 No Message UDCon21 260 592 UDCon26 260 468
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B6 209 4800 B40X60 No Message UDCon21 260 604 UDCon26 260 466
3RD B6 209 5250 B40X60 No Message UDCon21 260 964 UDCon26 260 418
3RD B6 209 5250 B40X60 No Message UDCon21 260 980 UDCon26 260 415
3RD B6 209 5450 B40X60 No Message UDCon21 260 1194 UDCon26 260 398
3RD B7 214 491.8 B40X60 No Message UDCon22 260 992 UDCon25 260 671
3RD B7 214 493.8 B40X60 No Message UDCon22 260 989 UDCon25 260 670
3RD B7 214 493.8 B40X60 No Message UDCon22 260 975 UDCon25 260 668
3RD B7 214 987.5 B40X60 No Message UDCon22 260 586 UDCon25 260 559
3RD B7 214 987.5 B40X60 No Message UDCon22 260 576 UDCon25 260 556
3RD B7 214 1481.3 B40X60 No Message UDCon26 260 346 UDCon21 260 484
3RD B7 214 1481.3 B40X60 No Message UDCon26 260 340 UDCon21 260 482
3RD B7 214 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 382
3RD B7 214 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 378
3RD B7 214 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
3RD B7 214 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
3RD B7 214 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
3RD B7 214 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
3RD B7 214 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
3RD B7 214 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
3RD B7 214 3950 B40X60 No Message UDCon21 260 502 UDCon26 260 260
3RD B7 214 3950 B40X60 No Message UDCon21 260 514 UDCon26 260 260
3RD B7 214 4300 B40X60 No Message UDCon21 260 825 UDCon26 260 260
3RD B8 219 200 B40X60 No Message UDCon22 260 1224 UDCon25 260 831
3RD B8 219 387.5 B40X60 No Message UDCon22 260 948 UDCon25 260 697
3RD B8 219 387.5 B40X60 No Message UDCon22 260 926 UDCon25 260 689
3RD B8 219 775 B40X60 No Message UDCon22 260 555 UDCon25 260 500
3RD B8 219 775 B40X60 No Message UDCon22 260 539 UDCon25 260 492
3RD B8 219 1162.5 B40X60 No Message UDCon26 260 261 UDCon21 260 338
3RD B8 219 1162.5 B40X60 No Message UDCon26 260 260 UDCon21 260 330
3RD B8 219 1550 B40X60 No Message UDCon26 260 260 UDCon26 260 260
3RD B8 219 1550 B40X60 No Message UDCon26 260 260 UDCon26 260 260
3RD B8 219 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 277
3RD B8 219 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 286
3RD B8 219 2430 B40X60 No Message UDCon25 260 321 UDCon22 260 507
3RD B8 219 2430 B40X60 No Message UDCon25 260 332 UDCon22 260 516
3RD B8 219 2870 B40X60 No Message UDCon25 260 620 UDCon22 260 7253RD B8 219 2870 B40X60 No Message UDCon25 260 633 UDCon22 260 734
3RD B8 219 3310 B40X60 No Message UDCon21 260 1036 UDCon26 260 995
3RD B8 219 3310 B40X60 No Message UDCon21 260 1055 UDCon26 260 1006
3RD B8 219 3312 B40X60 No Message UDCon21 260 1058 UDCon26 260 1008
3RD B9 224 483.7 B20X60 No Message UDCon22 130 759 UDCon25 130 553
3RD B9 224 485.7 B20X60 No Message UDCon22 130 756 UDCon25 130 551
3RD B9 224 485.7 B20X60 No Message UDCon22 130 712 UDCon25 130 531
3RD B9 224 971.4 B20X60 No Message UDCon22 130 372 UDCon25 130 343
3RD B9 224 971.4 B20X60 No Message UDCon22 130 341 UDCon25 130 324
3RD B9 224 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 175
3RD B9 224 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 158
3RD B9 224 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 146
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B9 224 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 169
3RD B9 224 2428.6 B20X60 No Message UDCon25 130 259 UDCon22 130 363
3RD B9 224 2428.6 B20X60 No Message UDCon25 130 285 UDCon22 130 386
3RD B9 224 2914.3 B20X60 No Message UDCon25 130 571 UDCon22 130 613
3RD B9 224 2914.3 B20X60 No Message UDCon25 130 606 UDCon22 130 637
3RD B9 224 2916.3 B20X60 No Message UDCon25 130 609 UDCon22 130 639
3RD B10 229 150 B20X60 No Message UDCon20 130 1057 UDCon23 130 266
3RD B10 229 481.8 B20X60 No Message UDCon20 130 746 UDCon23 130 266
3RD B10 229 481.8 B20X60 No Message UDCon20 130 724 UDCon23 130 268
3RD B10 229 963.6 B20X60 No Message UDCon20 130 422 UDCon23 130 290
3RD B10 229 963.6 B20X60 No Message UDCon20 130 407 UDCon23 130 291
3RD B10 229 1445.5 B20X60 No Message UDCon24 130 210 UDCon19 130 324
3RD B10 229 1445.5 B20X60 No Message UDCon24 130 201 UDCon19 130 327
3RD B10 229 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 353
3RD B10 229 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 354
3RD B10 229 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 352
3RD B10 229 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 351
3RD B10 229 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 353
3RD B10 229 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 354
3RD B10 229 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 355
3RD B10 229 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 354
3RD B10 229 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 350
3RD B10 229 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 351
3RD B10 229 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 358
3RD B10 229 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 358
3RD B10 229 4818.2 B20X60 No Message UDCon23 130 183 UDCon20 130 338
3RD B10 229 4818.2 B20X60 No Message UDCon23 130 192 UDCon20 130 336
3RD B10 229 5300 B20X60 No Message UDCon19 130 367 UDCon24 130 303
3RD B10 229 5300 B20X60 No Message UDCon19 130 382 UDCon24 130 302
3RD B10 229 5700 B20X60 No Message UDCon19 130 597 UDCon24 130 287
3RD B10 229 5700 B20X60 No Message UDCon19 130 619 UDCon24 130 285
3RD B10 229 6100 B20X60 No Message UDCon19 130 922 UDCon24 130 269
3RD B10 229 6100 B20X60 No Message UDCon19 130 954 UDCon24 130 268
3RD B10 229 6102 B20X60 No Message UDCon19 130 957 UDCon24 130 268
3RD B11 234 500 B20X60 No Message UDCon20 130 850 UDCon23 130 437
3RD B11 234 975 B20X60 No Message UDCon20 130 546 UDCon23 130 4173RD B11 234 1450 B20X60 No Message UDCon24 130 315 UDCon19 130 387
3RD B11 234 1925 B20X60 No Message UDCon24 130 140 UDCon19 130 346
3RD B11 234 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 276
3RD B11 234 2875 B20X60 No Message UDCon26 0 0 UDCon20 130 198
3RD B11 234 3350 B20X60 No Message UDCon23 130 130 UDCon20 130 304
3RD B11 234 3825 B20X60 No Message UDCon23 130 151 UDCon20 130 382
3RD B11 234 4300 B20X60 No Message UDCon23 130 321 UDCon20 130 431
3RD B11 234 4300 B20X60 No Message UDCon23 130 306 UDCon20 130 403
3RD B11 234 4800 B20X60 No Message UDCon19 130 412 UDCon24 130 344
3RD B11 234 4800 B20X60 No Message UDCon19 130 425 UDCon24 130 345
3RD B11 234 5300 B20X60 No Message UDCon19 130 687 UDCon24 130 360
3RD B11 234 5300 B20X60 No Message UDCon19 130 705 UDCon24 130 360
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B11 234 5302 B20X60 No Message UDCon19 130 707 UDCon24 130 360
3RD B12 244 483.7 B20X60 No Message UDCon22 130 604 UDCon25 130 412
3RD B12 244 485.7 B20X60 No Message UDCon22 130 602 UDCon25 130 410
3RD B12 244 485.7 B20X60 No Message UDCon22 130 573 UDCon25 130 403
3RD B12 244 971.4 B20X60 No Message UDCon22 130 346 UDCon25 130 319
3RD B12 244 971.4 B20X60 No Message UDCon22 130 326 UDCon25 130 310
3RD B12 244 1457.1 B20X60 No Message UDCon26 130 176 UDCon21 130 250
3RD B12 244 1457.1 B20X60 No Message UDCon26 130 162 UDCon21 130 243
3RD B12 244 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 168
3RD B12 244 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 158
3RD B12 244 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
3RD B12 244 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
3RD B12 244 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 181
3RD B12 244 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 187
3RD B12 244 3400 B20X60 No Message UDCon21 130 317 UDCon26 130 292
3RD B12 244 3400 B20X60 No Message UDCon21 130 357 UDCon26 130 319
3RD B12 244 3725 B20X60 No Message UDCon21 130 544 UDCon26 130 407
3RD B12 244 3725 B20X60 No Message UDCon21 130 577 UDCon26 130 423
3RD B12 244 3850 B20X60 No Message UDCon21 130 691 UDCon26 130 484
3RD B13 249 100 B20X60 No Message UDCon22 130 510 UDCon25 130 323
3RD B13 249 450 B20X60 No Message UDCon22 130 291 UDCon25 130 175
3RD B13 249 450 B20X60 No Message UDCon22 130 277 UDCon25 130 172
3RD B13 249 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
3RD B13 249 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
3RD B13 249 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
3RD B13 249 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
3RD B13 249 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 182
3RD B13 249 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 189
3RD B13 249 2250 B20X60 No Message UDCon25 130 249 UDCon22 130 294
3RD B13 249 2250 B20X60 No Message UDCon25 130 258 UDCon22 130 301
3RD B13 249 2600 B20X60 No Message UDCon25 130 408 UDCon22 130 420
3RD B14 254 485.5 B20X60 No Message UDCon20 130 747 UDCon23 130 346
3RD B14 254 487.5 B20X60 No Message UDCon20 130 746 UDCon23 130 345
3RD B14 254 487.5 B20X60 No Message UDCon20 130 723 UDCon23 130 343
3RD B14 254 975 B20X60 No Message UDCon20 130 443 UDCon23 130 284
3RD B14 254 975 B20X60 No Message UDCon20 130 428 UDCon23 130 2823RD B14 254 1462.5 B20X60 No Message UDCon24 130 240 UDCon19 130 252
3RD B14 254 1462.5 B20X60 No Message UDCon24 130 230 UDCon19 130 252
3RD B14 254 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 237
3RD B14 254 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 236
3RD B14 254 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 207
3RD B14 254 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 205
3RD B14 254 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 173
3RD B14 254 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 173
3RD B14 254 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 175
3RD B14 254 3412.5 B20X60 No Message UDCon26 0 0 UDCon20 130 177
3RD B14 254 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 226
3RD B14 254 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 234
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
3RD B14 254 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 246
3RD B14 254 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 265
3RD B14 254 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 268
3RD B14 254 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 257
3RD B14 254 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 255
3RD B14 254 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 236
3RD B14 254 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 221
3RD B14 254 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 210
3RD B14 254 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 210
3RD B14 254 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 203
3RD B14 254 5180 B20X60 No Message UDCon23 130 154 UDCon20 130 190
3RD B14 254 5180 B20X60 No Message UDCon23 130 173 UDCon20 130 180
3RD B14 254 5300 B20X60 No Message UDCon23 130 176 UDCon20 130 180
3RD B14 254 5300 B20X60 No Message UDCon19 130 221 UDCon24 130 183
3RD B14 254 5620 B20X60 No Message UDCon19 130 268 UDCon24 130 188
3RD B14 254 5620 B20X60 No Message UDCon19 130 329 UDCon24 130 196
3RD B14 254 5800 B20X60 No Message UDCon19 130 344 UDCon24 130 199
3RD B14 254 5800 B20X60 No Message UDCon19 130 440 UDCon24 130 226
3RD B14 254 6060 B20X60 No Message UDCon19 130 494 UDCon24 130 242
3RD B14 254 6060 B20X60 No Message UDCon19 130 556 UDCon24 130 248
3RD B14 254 6150 B20X60 No Message UDCon19 130 562 UDCon24 130 250
3RD B14 254 6150 B20X60 No Message UDCon19 130 771 UDCon24 130 370
3RD B14 254 6300 B20X60 No Message UDCon19 130 911 UDCon24 130 452
3RD B15 259 250 B20X60 No Message UDCon22 130 580 UDCon25 130 560
3RD B15 259 450 B20X60 No Message UDCon26 130 367 UDCon21 130 395
3RD B15 259 450 B20X60 No Message UDCon26 130 332 UDCon21 130 375
3RD B15 259 900 B20X60 No Message UDCon26 130 130 UDCon21 130 223
3RD B15 259 900 B20X60 No Message UDCon26 130 130 UDCon21 130 208
3RD B15 259 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
3RD B15 259 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
3RD B15 259 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
3RD B15 259 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 136
3RD B15 259 2250 B20X60 No Message UDCon25 130 147 UDCon22 130 176
3RD B15 259 2250 B20X60 No Message UDCon25 130 156 UDCon22 130 180
3RD B15 259 2700 B20X60 No Message UDCon21 130 183 UDCon26 130 181
2ND B1 185 323 B40X60 No Message UDCon22 260 1673 UDCon25 260 9962ND B1 185 325 B40X60 No Message UDCon22 260 1669 UDCon25 260 994
2ND B1 185 325 B40X60 No Message UDCon22 260 1629 UDCon25 260 981
2ND B1 185 650 B40X60 No Message UDCon22 260 1190 UDCon25 260 828
2ND B1 185 650 B40X60 No Message UDCon22 260 1165 UDCon25 260 820
2ND B1 185 1091.7 B40X60 No Message UDCon22 260 738 UDCon25 260 669
2ND B1 185 1091.7 B40X60 No Message UDCon22 260 723 UDCon25 260 663
2ND B1 185 1533.3 B40X60 No Message UDCon26 260 436 UDCon21 260 555
2ND B1 185 1533.3 B40X60 No Message UDCon26 260 426 UDCon21 260 551
2ND B1 185 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 439
2ND B1 185 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 435
2ND B1 185 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 287
2ND B1 185 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 282
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B1 185 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 279
2ND B1 185 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 285
2ND B1 185 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 440
2ND B1 185 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 445
2ND B1 185 3915 B40X60 No Message UDCon25 260 449 UDCon22 260 576
2ND B1 185 3915 B40X60 No Message UDCon25 260 459 UDCon22 260 580
2ND B1 185 4400 B40X60 No Message UDCon21 260 817 UDCon26 260 720
2ND B1 185 4400 B40X60 No Message UDCon21 260 837 UDCon26 260 728
2ND B1 185 4712.5 B40X60 No Message UDCon21 260 1169 UDCon26 260 862
2ND B1 185 4712.5 B40X60 No Message UDCon21 260 1201 UDCon26 260 873
2ND B1 185 4800 B40X60 No Message UDCon21 260 1339 UDCon26 260 929
2ND B2 190 225 B40X60 No Message UDCon22 260 1535 UDCon25 260 864
2ND B2 190 475 B40X60 No Message UDCon22 260 1111 UDCon25 260 733
2ND B2 190 475 B40X60 No Message UDCon22 260 1091 UDCon25 260 730
2ND B2 190 950 B40X60 No Message UDCon22 260 612 UDCon25 260 576
2ND B2 190 950 B40X60 No Message UDCon22 260 598 UDCon25 260 571
2ND B2 190 1425 B40X60 No Message UDCon26 260 280 UDCon21 260 459
2ND B2 190 1425 B40X60 No Message UDCon26 260 270 UDCon21 260 455
2ND B2 190 1900 B40X60 No Message UDCon26 260 260 UDCon21 260 319
2ND B2 190 1900 B40X60 No Message UDCon26 260 260 UDCon21 260 313
2ND B2 190 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 274
2ND B2 190 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 281
2ND B2 190 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 469
2ND B2 190 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 476
2ND B2 190 3325 B40X60 No Message UDCon25 260 400 UDCon22 260 646
2ND B2 190 3325 B40X60 No Message UDCon25 260 417 UDCon22 260 621
2ND B2 190 3825 B40X60 No Message UDCon25 260 740 UDCon22 260 787
2ND B2 190 3825 B40X60 No Message UDCon25 260 753 UDCon22 260 791
2ND B2 190 4325 B40X60 No Message UDCon21 260 1266 UDCon26 260 1015
2ND B2 190 4325 B40X60 No Message UDCon21 260 1283 UDCon26 260 1018
2ND B2 190 4327 B40X60 No Message UDCon21 260 1286 UDCon26 260 1020
2ND B3 195 485.5 B40X60 No Message UDCon22 260 1565 UDCon25 260 1100
2ND B3 195 487.5 B40X60 No Message UDCon22 260 1560 UDCon25 260 1098
2ND B3 195 487.5 B40X60 No Message UDCon22 260 1536 UDCon25 260 1092
2ND B3 195 975 B40X60 No Message UDCon22 260 882 UDCon25 260 819
2ND B3 195 975 B40X60 No Message UDCon22 260 863 UDCon25 260 8112ND B3 195 1462.5 B40X60 No Message UDCon26 260 433 UDCon21 260 614
2ND B3 195 1462.5 B40X60 No Message UDCon26 260 421 UDCon21 260 608
2ND B3 195 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 399
2ND B3 195 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 391
2ND B3 195 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 274
2ND B3 195 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 284
2ND B3 195 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 525
2ND B3 195 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 534
2ND B3 195 3300 B40X60 No Message UDCon25 260 503 UDCon22 260 744
2ND B3 195 3300 B40X60 No Message UDCon25 260 516 UDCon22 260 753
2ND B3 195 3750 B40X60 No Message UDCon25 260 902 UDCon22 260 959
2ND B3 195 3750 B40X60 No Message UDCon25 260 920 UDCon22 260 967
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B3 195 4200 B40X60 No Message UDCon21 260 1499 UDCon26 260 1237
2ND B3 195 4200 B40X60 No Message UDCon21 260 1524 UDCon26 260 1247
2ND B3 195 4202 B40X60 No Message UDCon21 260 1528 UDCon26 260 1249
2ND B4 200 348 B40X60 No Message UDCon20 260 1448 UDCon23 260 1403
2ND B4 200 350 B40X60 No Message UDCon20 260 1445 UDCon23 260 1399
2ND B4 200 350 B40X60 No Message UDCon20 260 1418 UDCon23 260 1373
2ND B4 200 700 B40X60 No Message UDCon20 260 1011 UDCon23 260 967
2ND B4 200 700 B40X60 No Message UDCon20 260 993 UDCon23 260 960
2ND B4 200 1141.7 B40X60 No Message UDCon20 260 644 UDCon23 260 586
2ND B4 200 1141.7 B40X60 No Message UDCon20 260 632 UDCon23 260 573
2ND B4 200 1583.3 B40X60 No Message UDCon20 260 326 UDCon25 260 260
2ND B4 200 1583.3 B40X60 No Message UDCon20 260 315 UDCon25 260 260
2ND B4 200 2025 B40X60 No Message UDCon26 260 260 UDCon24 260 260
2ND B4 200 2025 B40X60 No Message UDCon26 260 260 UDCon24 260 260
2ND B4 200 2466.7 B40X60 No Message UDCon19 260 564 UDCon24 260 322
2ND B4 200 2466.7 B40X60 No Message UDCon19 260 580 UDCon24 260 334
2ND B4 200 2908.3 B40X60 No Message UDCon19 260 1071 UDCon24 260 673
2ND B4 200 2908.3 B40X60 No Message UDCon19 260 1093 UDCon24 260 684
2ND B4 200 3200 B40X60 No Message UDCon19 260 1576 UDCon24 260 1007
2ND B5 205 150 B40X60 No Message UDCon20 260 1944 UDCon26 0 0
2ND B5 205 458.3 B40X60 No Message UDCon20 260 1351 UDCon23 260 260
2ND B5 205 458.3 B40X60 No Message UDCon20 260 1330 UDCon23 260 260
2ND B5 205 916.7 B40X60 No Message UDCon20 260 804 UDCon23 260 260
2ND B5 205 916.7 B40X60 No Message UDCon20 260 788 UDCon23 260 260
2ND B5 205 1375 B40X60 No Message UDCon20 260 413 UDCon23 260 282
2ND B5 205 1375 B40X60 No Message UDCon20 260 401 UDCon23 260 285
2ND B5 205 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 406
2ND B5 205 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 410
2ND B5 205 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 511
2ND B5 205 2291.7 B40X60 No Message UDCon26 0 0 UDCon19 260 514
2ND B5 205 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 629
2ND B5 205 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 633
2ND B5 205 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 741
2ND B5 205 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 744
2ND B5 205 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 805
2ND B5 205 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 8062ND B5 205 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 816
2ND B5 205 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 815
2ND B5 205 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 772
2ND B5 205 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 770
2ND B5 205 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 756
2ND B5 205 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 755
2ND B5 205 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 694
2ND B5 205 5695.5 B40X60 No Message UDCon23 260 260 UDCon20 260 692
2ND B5 205 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 587
2ND B5 205 6186.4 B40X60 No Message UDCon23 260 262 UDCon20 260 583
2ND B5 205 6677.3 B40X60 No Message UDCon19 260 527 UDCon24 260 445
2ND B5 205 6677.3 B40X60 No Message UDCon19 260 538 UDCon24 260 441
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B5 205 7168.2 B40X60 No Message UDCon19 260 942 UDCon24 260 326
2ND B5 205 7168.2 B40X60 No Message UDCon19 260 956 UDCon24 260 322
2ND B5 205 7659.1 B40X60 No Message UDCon19 260 1505 UDCon24 260 260
2ND B5 205 7659.1 B40X60 No Message UDCon19 260 1524 UDCon24 260 260
2ND B5 205 7900 B40X60 No Message UDCon19 260 1902 UDCon24 260 260
2ND B6 210 100 B40X60 No Message UDCon22 260 866 UDCon26 0 0
2ND B6 210 500 B40X60 No Message UDCon22 260 481 UDCon25 260 260
2ND B6 210 500 B40X60 No Message UDCon22 260 469 UDCon25 260 260
2ND B6 210 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
2ND B6 210 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
2ND B6 210 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
2ND B6 210 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
2ND B6 210 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 378
2ND B6 210 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 381
2ND B6 210 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 461
2ND B6 210 2500 B40X60 No Message UDCon26 0 0 UDCon22 260 464
2ND B6 210 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 548
2ND B6 210 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 549
2ND B6 210 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 578
2ND B6 210 3450 B40X60 No Message UDCon25 260 260 UDCon22 260 578
2ND B6 210 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 564
2ND B6 210 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 562
2ND B6 210 4350 B40X60 No Message UDCon25 260 322 UDCon22 260 507
2ND B6 210 4350 B40X60 No Message UDCon25 260 329 UDCon22 260 504
2ND B6 210 4800 B40X60 No Message UDCon21 260 569 UDCon26 260 434
2ND B6 210 4800 B40X60 No Message UDCon21 260 581 UDCon26 260 432
2ND B6 210 5250 B40X60 No Message UDCon21 260 931 UDCon26 260 376
2ND B6 210 5250 B40X60 No Message UDCon21 260 947 UDCon26 260 373
2ND B6 210 5450 B40X60 No Message UDCon21 260 1154 UDCon26 260 352
2ND B7 215 491.8 B40X60 No Message UDCon22 260 912 UDCon25 260 634
2ND B7 215 493.8 B40X60 No Message UDCon22 260 909 UDCon25 260 633
2ND B7 215 493.8 B40X60 No Message UDCon22 260 896 UDCon25 260 632
2ND B7 215 987.5 B40X60 No Message UDCon22 260 535 UDCon25 260 533
2ND B7 215 987.5 B40X60 No Message UDCon26 260 526 UDCon21 260 531
2ND B7 215 1481.3 B40X60 No Message UDCon26 260 315 UDCon21 260 469
2ND B7 215 1481.3 B40X60 No Message UDCon26 260 309 UDCon21 260 4662ND B7 215 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 373
2ND B7 215 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 369
2ND B7 215 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
2ND B7 215 2468.8 B40X60 No Message UDCon26 260 260 UDCon25 260 260
2ND B7 215 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
2ND B7 215 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
2ND B7 215 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
2ND B7 215 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
2ND B7 215 3950 B40X60 No Message UDCon21 260 484 UDCon26 260 260
2ND B7 215 3950 B40X60 No Message UDCon21 260 497 UDCon26 260 260
2ND B7 215 4300 B40X60 No Message UDCon21 260 797 UDCon26 260 260
2ND B8 220 200 B40X60 No Message UDCon22 260 1143 UDCon25 260 783
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B8 220 387.5 B40X60 No Message UDCon22 260 884 UDCon25 260 661
2ND B8 220 387.5 B40X60 No Message UDCon22 260 863 UDCon25 260 653
2ND B8 220 775 B40X60 No Message UDCon22 260 516 UDCon25 260 476
2ND B8 220 775 B40X60 No Message UDCon22 260 500 UDCon25 260 468
2ND B8 220 1162.5 B40X60 No Message UDCon26 260 260 UDCon21 260 325
2ND B8 220 1162.5 B40X60 No Message UDCon26 260 260 UDCon21 260 318
2ND B8 220 1550 B40X60 No Message UDCon26 260 260 UDCon26 260 260
2ND B8 220 1550 B40X60 No Message UDCon26 0 0 UDCon26 260 260
2ND B8 220 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 269
2ND B8 220 1990 B40X60 No Message UDCon25 260 260 UDCon22 260 277
2ND B8 220 2430 B40X60 No Message UDCon25 260 307 UDCon22 260 483
2ND B8 220 2430 B40X60 No Message UDCon25 260 317 UDCon22 260 491
2ND B8 220 2870 B40X60 No Message UDCon25 260 594 UDCon22 260 682
2ND B8 220 2870 B40X60 No Message UDCon25 260 607 UDCon22 260 689
2ND B8 220 3310 B40X60 No Message UDCon21 260 997 UDCon26 260 928
2ND B8 220 3310 B40X60 No Message UDCon21 260 1016 UDCon26 260 938
2ND B8 220 3312 B40X60 No Message UDCon21 260 1019 UDCon26 260 940
2ND B9 225 483.7 B20X60 No Message UDCon22 130 823 UDCon25 130 622
2ND B9 225 485.7 B20X60 No Message UDCon22 130 820 UDCon25 130 620
2ND B9 225 485.7 B20X60 No Message UDCon22 130 772 UDCon25 130 597
2ND B9 225 971.4 B20X60 No Message UDCon22 130 403 UDCon25 130 379
2ND B9 225 971.4 B20X60 No Message UDCon22 130 369 UDCon25 130 357
2ND B9 225 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 188
2ND B9 225 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 169
2ND B9 225 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 154
2ND B9 225 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 179
2ND B9 225 2428.6 B20X60 No Message UDCon25 130 289 UDCon22 130 392
2ND B9 225 2428.6 B20X60 No Message UDCon25 130 318 UDCon22 130 417
2ND B9 225 2914.3 B20X60 No Message UDCon25 130 635 UDCon22 130 670
2ND B9 225 2914.3 B20X60 No Message UDCon25 130 675 UDCon22 130 697
2ND B9 225 2916.3 B20X60 No Message UDCon25 130 678 UDCon22 130 700
2ND B10 230 150 B20X60 No Message UDCon20 130 1084 UDCon23 130 281
2ND B10 230 481.8 B20X60 No Message UDCon20 130 763 UDCon23 130 275
2ND B10 230 481.8 B20X60 No Message UDCon20 130 741 UDCon23 130 277
2ND B10 230 963.6 B20X60 No Message UDCon20 130 434 UDCon23 130 295
2ND B10 230 963.6 B20X60 No Message UDCon20 130 418 UDCon23 130 2962ND B10 230 1445.5 B20X60 No Message UDCon24 130 218 UDCon19 130 327
2ND B10 230 1445.5 B20X60 No Message UDCon24 130 208 UDCon19 130 330
2ND B10 230 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 355
2ND B10 230 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 356
2ND B10 230 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 352
2ND B10 230 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 351
2ND B10 230 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 350
2ND B10 230 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 352
2ND B10 230 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 352
2ND B10 230 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 351
2ND B10 230 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 349
2ND B10 230 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 350
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B10 230 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 359
2ND B10 230 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 359
2ND B10 230 4818.2 B20X60 No Message UDCon23 130 189 UDCon20 130 341
2ND B10 230 4818.2 B20X60 No Message UDCon23 130 198 UDCon20 130 339
2ND B10 230 5300 B20X60 No Message UDCon19 130 375 UDCon24 130 308
2ND B10 230 5300 B20X60 No Message UDCon19 130 391 UDCon24 130 307
2ND B10 230 5700 B20X60 No Message UDCon19 130 608 UDCon24 130 294
2ND B10 230 5700 B20X60 No Message UDCon19 130 630 UDCon24 130 292
2ND B10 230 6100 B20X60 No Message UDCon19 130 936 UDCon24 130 279
2ND B10 230 6100 B20X60 No Message UDCon19 130 969 UDCon24 130 278
2ND B10 230 6102 B20X60 No Message UDCon19 130 972 UDCon24 130 278
2ND B11 235 500 B20X60 No Message UDCon20 130 858 UDCon23 130 443
2ND B11 235 975 B20X60 No Message UDCon20 130 551 UDCon23 130 422
2ND B11 235 1450 B20X60 No Message UDCon24 130 318 UDCon19 130 391
2ND B11 235 1925 B20X60 No Message UDCon24 130 143 UDCon19 130 349
2ND B11 235 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 278
2ND B11 235 2875 B20X60 No Message UDCon26 0 0 UDCon20 130 197
2ND B11 235 3350 B20X60 No Message UDCon23 130 130 UDCon20 130 305
2ND B11 235 3825 B20X60 No Message UDCon23 130 152 UDCon20 130 384
2ND B11 235 4300 B20X60 No Message UDCon23 130 322 UDCon20 130 434
2ND B11 235 4300 B20X60 No Message UDCon23 130 307 UDCon20 130 406
2ND B11 235 4800 B20X60 No Message UDCon19 130 415 UDCon24 130 347
2ND B11 235 4800 B20X60 No Message UDCon19 130 427 UDCon24 130 349
2ND B11 235 5300 B20X60 No Message UDCon19 130 693 UDCon24 130 365
2ND B11 235 5300 B20X60 No Message UDCon19 130 710 UDCon24 130 365
2ND B11 235 5302 B20X60 No Message UDCon19 130 712 UDCon24 130 365
2ND B12 245 483.7 B20X60 No Message UDCon22 130 566 UDCon25 130 387
2ND B12 245 485.7 B20X60 No Message UDCon22 130 564 UDCon25 130 386
2ND B12 245 485.7 B20X60 No Message UDCon22 130 537 UDCon25 130 380
2ND B12 245 971.4 B20X60 No Message UDCon22 130 324 UDCon25 130 303
2ND B12 245 971.4 B20X60 No Message UDCon22 130 305 UDCon25 130 295
2ND B12 245 1457.1 B20X60 No Message UDCon26 130 163 UDCon21 130 242
2ND B12 245 1457.1 B20X60 No Message UDCon26 130 150 UDCon21 130 235
2ND B12 245 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 165
2ND B12 245 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 156
2ND B12 245 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 1302ND B12 245 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
2ND B12 245 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 169
2ND B12 245 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 175
2ND B12 245 3400 B20X60 No Message UDCon21 130 299 UDCon26 130 269
2ND B12 245 3400 B20X60 No Message UDCon21 130 337 UDCon26 130 294
2ND B12 245 3725 B20X60 No Message UDCon21 130 516 UDCon26 130 372
2ND B12 245 3725 B20X60 No Message UDCon21 130 547 UDCon26 130 385
2ND B12 245 3850 B20X60 No Message UDCon21 130 656 UDCon26 130 441
2ND B13 250 100 B20X60 No Message UDCon22 130 533 UDCon25 130 337
2ND B13 250 450 B20X60 No Message UDCon22 130 304 UDCon25 130 184
2ND B13 250 450 B20X60 No Message UDCon22 130 290 UDCon25 130 181
2ND B13 250 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B13 250 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
2ND B13 250 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
2ND B13 250 1350 B20X60 No Message UDCon25 130 130 UDCon26 130 130
2ND B13 250 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 187
2ND B13 250 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 194
2ND B13 250 2250 B20X60 No Message UDCon25 130 255 UDCon22 130 305
2ND B13 250 2250 B20X60 No Message UDCon25 130 264 UDCon22 130 311
2ND B13 250 2600 B20X60 No Message UDCon25 130 417 UDCon22 130 436
2ND B14 255 485.5 B20X60 No Message UDCon20 130 751 UDCon23 130 355
2ND B14 255 487.5 B20X60 No Message UDCon20 130 749 UDCon23 130 354
2ND B14 255 487.5 B20X60 No Message UDCon20 130 726 UDCon23 130 351
2ND B14 255 975 B20X60 No Message UDCon20 130 445 UDCon23 130 290
2ND B14 255 975 B20X60 No Message UDCon20 130 429 UDCon23 130 287
2ND B14 255 1462.5 B20X60 No Message UDCon24 130 241 UDCon19 130 257
2ND B14 255 1462.5 B20X60 No Message UDCon24 130 232 UDCon19 130 256
2ND B14 255 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 241
2ND B14 255 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 239
2ND B14 255 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 210
2ND B14 255 2437.5 B20X60 No Message UDCon24 130 130 UDCon19 130 207
2ND B14 255 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 174
2ND B14 255 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 174
2ND B14 255 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 176
2ND B14 255 3412.5 B20X60 No Message UDCon26 0 0 UDCon20 130 178
2ND B14 255 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 227
2ND B14 255 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 235
2ND B14 255 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 247
2ND B14 255 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 266
2ND B14 255 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 269
2ND B14 255 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 259
2ND B14 255 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 257
2ND B14 255 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 237
2ND B14 255 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 222
2ND B14 255 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 211
2ND B14 255 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 211
2ND B14 255 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 204
2ND B14 255 5180 B20X60 No Message UDCon23 130 154 UDCon20 130 1912ND B14 255 5180 B20X60 No Message UDCon23 130 174 UDCon20 130 181
2ND B14 255 5300 B20X60 No Message UDCon23 130 176 UDCon20 130 181
2ND B14 255 5300 B20X60 No Message UDCon19 130 222 UDCon24 130 184
2ND B14 255 5620 B20X60 No Message UDCon19 130 269 UDCon24 130 190
2ND B14 255 5620 B20X60 No Message UDCon19 130 332 UDCon24 130 198
2ND B14 255 5800 B20X60 No Message UDCon19 130 347 UDCon24 130 201
2ND B14 255 5800 B20X60 No Message UDCon19 130 445 UDCon24 130 229
2ND B14 255 6060 B20X60 No Message UDCon19 130 500 UDCon24 130 245
2ND B14 255 6060 B20X60 No Message UDCon19 130 563 UDCon24 130 251
2ND B14 255 6150 B20X60 No Message UDCon19 130 569 UDCon24 130 254
2ND B14 255 6150 B20X60 No Message UDCon19 130 782 UDCon24 130 375
2ND B14 255 6300 B20X60 No Message UDCon19 130 925 UDCon24 130 459
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
2ND B15 260 250 B20X60 No Message UDCon22 130 587 UDCon25 130 531
2ND B15 260 450 B20X60 No Message UDCon26 130 371 UDCon21 130 372
2ND B15 260 450 B20X60 No Message UDCon26 130 336 UDCon21 130 353
2ND B15 260 900 B20X60 No Message UDCon26 130 130 UDCon21 130 213
2ND B15 260 900 B20X60 No Message UDCon26 130 130 UDCon21 130 199
2ND B15 260 1350 B20X60 No Message UDCon23 130 130 UDCon26 130 130
2ND B15 260 1350 B20X60 No Message UDCon23 130 130 UDCon26 130 130
2ND B15 260 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
2ND B15 260 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 137
2ND B15 260 2250 B20X60 No Message UDCon25 130 142 UDCon22 130 179
2ND B15 260 2250 B20X60 No Message UDCon25 130 150 UDCon22 130 183
2ND B15 260 2700 B20X60 No Message UDCon25 130 175 UDCon22 130 184
1ST B1 186 323 B40X60 No Message UDCon22 260 1379 UDCon25 260 798
1ST B1 186 325 B40X60 No Message UDCon22 260 1376 UDCon25 260 797
1ST B1 186 325 B40X60 No Message UDCon22 260 1343 UDCon25 260 788
1ST B1 186 650 B40X60 No Message UDCon22 260 976 UDCon25 260 677
1ST B1 186 650 B40X60 No Message UDCon22 260 955 UDCon25 260 671
1ST B1 186 1091.7 B40X60 No Message UDCon22 260 599 UDCon25 260 562
1ST B1 186 1091.7 B40X60 No Message UDCon22 260 587 UDCon25 260 558
1ST B1 186 1533.3 B40X60 No Message UDCon26 260 346 UDCon21 260 482
1ST B1 186 1533.3 B40X60 No Message UDCon26 260 337 UDCon21 260 479
1ST B1 186 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 393
1ST B1 186 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 389
1ST B1 186 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 269
1ST B1 186 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 264
1ST B1 186 2945 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B1 186 2945 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B1 186 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 376
1ST B1 186 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 380
1ST B1 186 3915 B40X60 No Message UDCon25 260 374 UDCon22 260 469
1ST B1 186 3915 B40X60 No Message UDCon25 260 383 UDCon22 260 472
1ST B1 186 4400 B40X60 No Message UDCon21 260 702 UDCon26 260 570
1ST B1 186 4400 B40X60 No Message UDCon21 260 720 UDCon26 260 575
1ST B1 186 4712.5 B40X60 No Message UDCon21 260 1013 UDCon26 260 662
1ST B1 186 4712.5 B40X60 No Message UDCon21 260 1042 UDCon26 260 669
1ST B1 186 4800 B40X60 No Message UDCon21 260 1162 UDCon26 260 7051ST B2 191 225 B40X60 No Message UDCon22 260 1295 UDCon25 260 677
1ST B2 191 475 B40X60 No Message UDCon22 260 933 UDCon25 260 589
1ST B2 191 475 B40X60 No Message UDCon22 260 915 UDCon25 260 587
1ST B2 191 950 B40X60 No Message UDCon22 260 504 UDCon25 260 479
1ST B2 191 950 B40X60 No Message UDCon22 260 491 UDCon25 260 475
1ST B2 191 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 401
1ST B2 191 1425 B40X60 No Message UDCon26 260 260 UDCon21 260 398
1ST B2 191 1900 B40X60 No Message UDCon26 0 0 UDCon21 260 293
1ST B2 191 1900 B40X60 No Message UDCon26 0 0 UDCon21 260 289
1ST B2 191 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 261
1ST B2 191 2375 B40X60 No Message UDCon26 0 0 UDCon22 260 267
1ST B2 191 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 417
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B2 191 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 422
1ST B2 191 3325 B40X60 No Message UDCon25 260 324 UDCon22 260 540
1ST B2 191 3325 B40X60 No Message UDCon25 260 337 UDCon22 260 545
1ST B2 191 3825 B40X60 No Message UDCon25 260 618 UDCon22 260 647
1ST B2 191 3825 B40X60 No Message UDCon25 260 629 UDCon22 260 650
1ST B2 191 4325 B40X60 No Message UDCon21 260 1074 UDCon26 260 807
1ST B2 191 4325 B40X60 No Message UDCon21 260 1089 UDCon26 260 809
1ST B2 191 4327 B40X60 No Message UDCon21 260 1092 UDCon26 260 810
1ST B3 196 485.5 B40X60 No Message UDCon22 260 1317 UDCon25 260 898
1ST B3 196 487.5 B40X60 No Message UDCon22 260 1314 UDCon25 260 897
1ST B3 196 487.5 B40X60 No Message UDCon22 260 1293 UDCon25 260 893
1ST B3 196 975 B40X60 No Message UDCon22 260 730 UDCon25 260 689
1ST B3 196 975 B40X60 No Message UDCon22 260 714 UDCon25 260 683
1ST B3 196 1462.5 B40X60 No Message UDCon26 260 349 UDCon21 260 542
1ST B3 196 1462.5 B40X60 No Message UDCon26 260 338 UDCon21 260 537
1ST B3 196 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 370
1ST B3 196 1950 B40X60 No Message UDCon26 260 260 UDCon21 260 364
1ST B3 196 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 267
1ST B3 196 2400 B40X60 No Message UDCon26 0 0 UDCon22 260 276
1ST B3 196 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 474
1ST B3 196 2850 B40X60 No Message UDCon25 260 260 UDCon22 260 481
1ST B3 196 3300 B40X60 No Message UDCon25 260 412 UDCon22 260 644
1ST B3 196 3300 B40X60 No Message UDCon25 260 424 UDCon22 260 650
1ST B3 196 3750 B40X60 No Message UDCon25 260 754 UDCon22 260 797
1ST B3 196 3750 B40X60 No Message UDCon25 260 770 UDCon22 260 803
1ST B3 196 4200 B40X60 No Message UDCon21 260 1274 UDCon26 260 1002
1ST B3 196 4200 B40X60 No Message UDCon21 260 1296 UDCon26 260 1010
1ST B3 196 4202 B40X60 No Message UDCon21 260 1299 UDCon26 260 1011
1ST B4 201 348 B40X60 No Message UDCon24 260 1157 UDCon19 260 1166
1ST B4 201 350 B40X60 No Message UDCon24 260 1154 UDCon19 260 1163
1ST B4 201 350 B40X60 No Message UDCon24 260 1134 UDCon19 260 1142
1ST B4 201 700 B40X60 No Message UDCon20 260 820 UDCon23 260 803
1ST B4 201 700 B40X60 No Message UDCon20 260 804 UDCon23 260 798
1ST B4 201 1141.7 B40X60 No Message UDCon20 260 540 UDCon23 260 485
1ST B4 201 1141.7 B40X60 No Message UDCon20 260 531 UDCon23 260 473
1ST B4 201 1583.3 B40X60 No Message UDCon20 260 292 UDCon25 260 2601ST B4 201 1583.3 B40X60 No Message UDCon20 260 283 UDCon25 260 260
1ST B4 201 2025 B40X60 No Message UDCon26 260 260 UDCon26 0 0
1ST B4 201 2025 B40X60 No Message UDCon26 260 260 UDCon26 0 0
1ST B4 201 2466.7 B40X60 No Message UDCon19 260 529 UDCon24 260 260
1ST B4 201 2466.7 B40X60 No Message UDCon19 260 544 UDCon24 260 260
1ST B4 201 2908.3 B40X60 No Message UDCon19 260 972 UDCon24 260 492
1ST B4 201 2908.3 B40X60 No Message UDCon19 260 992 UDCon24 260 500
1ST B4 201 3200 B40X60 No Message UDCon19 260 1411 UDCon24 260 731
1ST B5 206 150 B40X60 No Message UDCon20 260 1736 UDCon26 0 0
1ST B5 206 458.3 B40X60 No Message UDCon20 260 1204 UDCon26 0 0
1ST B5 206 458.3 B40X60 No Message UDCon20 260 1185 UDCon26 0 0
1ST B5 206 916.7 B40X60 No Message UDCon20 260 701 UDCon23 260 260
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B5 206 916.7 B40X60 No Message UDCon20 260 687 UDCon23 260 260
1ST B5 206 1375 B40X60 No Message UDCon20 260 337 UDCon25 260 260
1ST B5 206 1375 B40X60 No Message UDCon20 260 326 UDCon25 260 260
1ST B5 206 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 358
1ST B5 206 1833.3 B40X60 No Message UDCon24 260 260 UDCon19 260 362
1ST B5 206 2291.7 B40X60 No Message UDCon26 0 0 UDCon2 260 480
1ST B5 206 2291.7 B40X60 No Message UDCon26 0 0 UDCon2 260 485
1ST B5 206 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 629
1ST B5 206 2750 B40X60 No Message UDCon26 0 0 UDCon2 260 633
1ST B5 206 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 741
1ST B5 206 3240.9 B40X60 No Message UDCon26 0 0 UDCon2 260 743
1ST B5 206 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 806
1ST B5 206 3731.8 B40X60 No Message UDCon26 0 0 UDCon2 260 807
1ST B5 206 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 819
1ST B5 206 4222.7 B40X60 No Message UDCon26 0 0 UDCon2 260 818
1ST B5 206 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 778
1ST B5 206 4713.6 B40X60 No Message UDCon26 0 0 UDCon2 260 776
1ST B5 206 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 722
1ST B5 206 5204.5 B40X60 No Message UDCon26 0 0 UDCon20 260 721
1ST B5 206 5695.5 B40X60 No Message UDCon26 0 0 UDCon20 260 652
1ST B5 206 5695.5 B40X60 No Message UDCon26 0 0 UDCon20 260 649
1ST B5 206 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 534
1ST B5 206 6186.4 B40X60 No Message UDCon23 260 260 UDCon20 260 530
1ST B5 206 6677.3 B40X60 No Message UDCon19 260 410 UDCon24 260 374
1ST B5 206 6677.3 B40X60 No Message UDCon19 260 420 UDCon24 260 370
1ST B5 206 7168.2 B40X60 No Message UDCon19 260 789 UDCon24 260 260
1ST B5 206 7168.2 B40X60 No Message UDCon19 260 802 UDCon24 260 260
1ST B5 206 7659.1 B40X60 No Message UDCon19 260 1303 UDCon24 260 260
1ST B5 206 7659.1 B40X60 No Message UDCon19 260 1320 UDCon24 260 260
1ST B5 206 7900 B40X60 No Message UDCon19 260 1661 UDCon26 0 0
1ST B6 211 100 B40X60 No Message UDCon22 260 747 UDCon26 0 0
1ST B6 211 500 B40X60 No Message UDCon22 260 411 UDCon26 0 0
1ST B6 211 500 B40X60 No Message UDCon22 260 399 UDCon26 0 0
1ST B6 211 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
1ST B6 211 1000 B40X60 No Message UDCon26 260 260 UDCon25 260 260
1ST B6 211 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 2601ST B6 211 1500 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B6 211 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 374
1ST B6 211 2000 B40X60 No Message UDCon26 0 0 UDCon2 260 378
1ST B6 211 2500 B40X60 No Message UDCon26 0 0 UDCon2 260 451
1ST B6 211 2500 B40X60 No Message UDCon26 0 0 UDCon2 260 453
1ST B6 211 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 492
1ST B6 211 3000 B40X60 No Message UDCon26 0 0 UDCon22 260 493
1ST B6 211 3450 B40X60 No Message UDCon26 0 0 UDCon22 260 503
1ST B6 211 3450 B40X60 No Message UDCon26 0 0 UDCon22 260 503
1ST B6 211 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 468
1ST B6 211 3900 B40X60 No Message UDCon25 260 260 UDCon22 260 466
1ST B6 211 4350 B40X60 No Message UDCon25 260 260 UDCon22 260 389
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B6 211 4350 B40X60 No Message UDCon25 260 260 UDCon22 260 385
1ST B6 211 4800 B40X60 No Message UDCon21 260 391 UDCon26 260 285
1ST B6 211 4800 B40X60 No Message UDCon21 260 402 UDCon26 260 282
1ST B6 211 5250 B40X60 No Message UDCon21 260 697 UDCon26 260 260
1ST B6 211 5250 B40X60 No Message UDCon21 260 710 UDCon26 260 260
1ST B6 211 5450 B40X60 No Message UDCon21 260 883 UDCon26 260 260
1ST B7 216 491.8 B40X60 No Message UDCon22 260 621 UDCon25 260 416
1ST B7 216 493.8 B40X60 No Message UDCon22 260 619 UDCon25 260 416
1ST B7 216 493.8 B40X60 No Message UDCon22 260 610 UDCon25 260 416
1ST B7 216 987.5 B40X60 No Message UDCon26 260 344 UDCon21 260 380
1ST B7 216 987.5 B40X60 No Message UDCon26 260 338 UDCon21 260 380
1ST B7 216 1481.3 B40X60 No Message UDCon26 260 260 UDCon21 260 357
1ST B7 216 1481.3 B40X60 No Message UDCon26 260 260 UDCon21 260 355
1ST B7 216 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 295
1ST B7 216 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 292
1ST B7 216 2468.8 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B7 216 2468.8 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B7 216 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B7 216 2962.5 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B7 216 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
1ST B7 216 3456.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
1ST B7 216 3950 B40X60 No Message UDCon21 260 426 UDCon26 260 260
1ST B7 216 3950 B40X60 No Message UDCon21 260 437 UDCon26 260 260
1ST B7 216 4300 B40X60 No Message UDCon21 260 694 UDCon26 260 260
1ST B8 221 200 B40X60 No Message UDCon22 260 796 UDCon25 260 499
1ST B8 221 387.5 B40X60 No Message UDCon22 260 615 UDCon25 260 432
1ST B8 221 387.5 B40X60 No Message UDCon22 260 600 UDCon25 260 428
1ST B8 221 775 B40X60 No Message UDCon22 260 347 UDCon25 260 326
1ST B8 221 775 B40X60 No Message UDCon22 260 335 UDCon25 260 321
1ST B8 221 1162.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
1ST B8 221 1162.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
1ST B8 221 1550 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B8 221 1550 B40X60 No Message UDCon26 0 0 UDCon26 260 260
1ST B8 221 1990 B40X60 No Message UDCon25 260 260 UDCon26 260 260
1ST B8 221 1990 B40X60 No Message UDCon25 260 260 UDCon26 260 260
1ST B8 221 2430 B40X60 No Message UDCon25 260 260 UDCon22 260 3521ST B8 221 2430 B40X60 No Message UDCon25 260 260 UDCon22 260 357
1ST B8 221 2870 B40X60 No Message UDCon25 260 400 UDCon22 260 465
1ST B8 221 2870 B40X60 No Message UDCon25 260 409 UDCon22 260 469
1ST B8 221 3310 B40X60 No Message UDCon21 260 693 UDCon26 260 595
1ST B8 221 3310 B40X60 No Message UDCon21 260 706 UDCon26 260 600
1ST B8 221 3312 B40X60 No Message UDCon21 260 708 UDCon26 260 601
1ST B9 226 483.7 B20X60 No Message UDCon22 130 690 UDCon25 130 518
1ST B9 226 485.7 B20X60 No Message UDCon22 130 688 UDCon25 130 516
1ST B9 226 485.7 B20X60 No Message UDCon22 130 647 UDCon25 130 498
1ST B9 226 971.4 B20X60 No Message UDCon22 130 336 UDCon25 130 324
1ST B9 226 971.4 B20X60 No Message UDCon22 130 307 UDCon25 130 306
1ST B9 226 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 169
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B9 226 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 152
1ST B9 226 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 142
1ST B9 226 1942.9 B20X60 No Message UDCon25 130 130 UDCon22 130 162
1ST B9 226 2428.6 B20X60 No Message UDCon25 130 244 UDCon22 130 336
1ST B9 226 2428.6 B20X60 No Message UDCon25 130 269 UDCon22 130 355
1ST B9 226 2914.3 B20X60 No Message UDCon25 130 538 UDCon22 130 552
1ST B9 226 2914.3 B20X60 No Message UDCon25 130 572 UDCon22 130 572
1ST B9 226 2916.3 B20X60 No Message UDCon21 130 574 UDCon26 130 574
1ST B10 231 150 B20X60 No Message UDCon20 130 910 UDCon23 130 194
1ST B10 231 481.8 B20X60 No Message UDCon20 130 628 UDCon23 130 200
1ST B10 231 481.8 B20X60 No Message UDCon20 130 609 UDCon23 130 202
1ST B10 231 963.6 B20X60 No Message UDCon20 130 337 UDCon23 130 237
1ST B10 231 963.6 B20X60 No Message UDCon20 130 324 UDCon23 130 238
1ST B10 231 1445.5 B20X60 No Message UDCon24 130 152 UDCon19 130 288
1ST B10 231 1445.5 B20X60 No Message UDCon24 130 143 UDCon19 130 291
1ST B10 231 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 329
1ST B10 231 1927.3 B20X60 No Message UDCon24 130 130 UDCon19 130 330
1ST B10 231 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 338
1ST B10 231 2409.1 B20X60 No Message UDCon26 0 0 UDCon19 130 338
1ST B10 231 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 358
1ST B10 231 2890.9 B20X60 No Message UDCon26 0 0 UDCon2 130 359
1ST B10 231 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 358
1ST B10 231 3372.7 B20X60 No Message UDCon26 0 0 UDCon2 130 357
1ST B10 231 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 333
1ST B10 231 3854.5 B20X60 No Message UDCon26 0 0 UDCon20 130 333
1ST B10 231 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 326
1ST B10 231 4336.4 B20X60 No Message UDCon23 130 130 UDCon20 130 325
1ST B10 231 4818.2 B20X60 No Message UDCon23 130 141 UDCon20 130 291
1ST B10 231 4818.2 B20X60 No Message UDCon23 130 149 UDCon20 130 288
1ST B10 231 5300 B20X60 No Message UDCon19 130 312 UDCon24 130 241
1ST B10 231 5300 B20X60 No Message UDCon19 130 326 UDCon24 130 239
1ST B10 231 5700 B20X60 No Message UDCon19 130 524 UDCon24 130 211
1ST B10 231 5700 B20X60 No Message UDCon19 130 545 UDCon24 130 208
1ST B10 231 6100 B20X60 No Message UDCon19 130 822 UDCon24 130 174
1ST B10 231 6100 B20X60 No Message UDCon19 130 851 UDCon24 130 171
1ST B10 231 6102 B20X60 No Message UDCon19 130 854 UDCon24 130 1711ST B11 236 500 B20X60 No Message UDCon20 130 730 UDCon23 130 320
1ST B11 236 975 B20X60 No Message UDCon20 130 459 UDCon23 130 324
1ST B11 236 1450 B20X60 No Message UDCon24 130 255 UDCon19 130 317
1ST B11 236 1925 B20X60 No Message UDCon24 130 130 UDCon19 130 302
1ST B11 236 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 256
1ST B11 236 2875 B20X60 No Message UDCon26 0 0 UDCon20 130 195
1ST B11 236 3350 B20X60 No Message UDCon26 0 0 UDCon20 130 281
1ST B11 236 3825 B20X60 No Message UDCon23 130 130 UDCon20 130 337
1ST B11 236 4300 B20X60 No Message UDCon23 130 249 UDCon20 130 363
1ST B11 236 4300 B20X60 No Message UDCon23 130 238 UDCon20 130 340
1ST B11 236 4800 B20X60 No Message UDCon19 130 335 UDCon24 130 279
1ST B11 236 4800 B20X60 No Message UDCon19 130 346 UDCon24 130 280
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B11 236 5300 B20X60 No Message UDCon19 130 579 UDCon24 130 278
1ST B11 236 5300 B20X60 No Message UDCon19 130 594 UDCon24 130 277
1ST B11 236 5302 B20X60 No Message UDCon19 130 596 UDCon24 130 277
1ST B12 246 483.7 B20X60 No Message UDCon22 130 397 UDCon25 130 240
1ST B12 246 485.7 B20X60 No Message UDCon22 130 395 UDCon25 130 239
1ST B12 246 485.7 B20X60 No Message UDCon22 130 375 UDCon25 130 238
1ST B12 246 971.4 B20X60 No Message UDCon22 130 218 UDCon25 130 204
1ST B12 246 971.4 B20X60 No Message UDCon22 130 203 UDCon25 130 200
1ST B12 246 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 180
1ST B12 246 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 177
1ST B12 246 1942.9 B20X60 No Message UDCon26 130 130 UDCon21 130 137
1ST B12 246 1942.9 B20X60 No Message UDCon26 0 0 UDCon21 130 131
1ST B12 246 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B12 246 2428.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B12 246 2914.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
1ST B12 246 2914.3 B20X60 No Message UDCon25 130 130 UDCon22 130 131
1ST B12 246 3400 B20X60 No Message UDCon21 130 210 UDCon26 130 176
1ST B12 246 3400 B20X60 No Message UDCon21 130 238 UDCon26 130 191
1ST B12 246 3725 B20X60 No Message UDCon21 130 371 UDCon26 130 229
1ST B12 246 3725 B20X60 No Message UDCon21 130 394 UDCon26 130 235
1ST B12 246 3850 B20X60 No Message UDCon21 130 474 UDCon26 130 263
1ST B13 251 100 B20X60 No Message UDCon22 130 464 UDCon25 130 279
1ST B13 251 450 B20X60 No Message UDCon22 130 268 UDCon25 130 154
1ST B13 251 450 B20X60 No Message UDCon22 130 255 UDCon25 130 152
1ST B13 251 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
1ST B13 251 900 B20X60 No Message UDCon26 130 130 UDCon25 130 130
1ST B13 251 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B13 251 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B13 251 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 166
1ST B13 251 1800 B20X60 No Message UDCon25 130 130 UDCon22 130 172
1ST B13 251 2250 B20X60 No Message UDCon25 130 205 UDCon22 130 263
1ST B13 251 2250 B20X60 No Message UDCon25 130 213 UDCon22 130 268
1ST B13 251 2600 B20X60 No Message UDCon25 130 338 UDCon22 130 366
1ST B14 256 485.5 B20X60 No Message UDCon20 130 615 UDCon23 130 246
1ST B14 256 487.5 B20X60 No Message UDCon20 130 614 UDCon23 130 245
1ST B14 256 487.5 B20X60 No Message UDCon20 130 595 UDCon23 130 2451ST B14 256 975 B20X60 No Message UDCon20 130 359 UDCon23 130 212
1ST B14 256 975 B20X60 No Message UDCon20 130 346 UDCon23 130 211
1ST B14 256 1462.5 B20X60 No Message UDCon24 130 186 UDCon19 130 201
1ST B14 256 1462.5 B20X60 No Message UDCon24 130 178 UDCon19 130 201
1ST B14 256 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 201
1ST B14 256 1950 B20X60 No Message UDCon24 130 130 UDCon19 130 200
1ST B14 256 2437.5 B20X60 No Message UDCon26 0 0 UDCon19 130 185
1ST B14 256 2437.5 B20X60 No Message UDCon26 0 0 UDCon19 130 183
1ST B14 256 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 169
1ST B14 256 2925 B20X60 No Message UDCon26 0 0 UDCon2 130 169
1ST B14 256 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 171
1ST B14 256 3412.5 B20X60 No Message UDCon26 0 0 UDCon2 130 170
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
1ST B14 256 3900 B20X60 No Message UDCon26 0 0 UDCon20 130 200
1ST B14 256 3900 B20X60 No Message UDCon23 130 130 UDCon20 130 206
1ST B14 256 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 214
1ST B14 256 4155.7 B20X60 No Message UDCon23 130 130 UDCon20 130 227
1ST B14 256 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 229
1ST B14 256 4300 B20X60 No Message UDCon23 130 130 UDCon20 130 220
1ST B14 256 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 218
1ST B14 256 4439.5 B20X60 No Message UDCon23 130 130 UDCon20 130 199
1ST B14 256 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 185
1ST B14 256 4740 B20X60 No Message UDCon23 130 130 UDCon20 130 175
1ST B14 256 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 175
1ST B14 256 4800 B20X60 No Message UDCon23 130 130 UDCon20 130 166
1ST B14 256 5180 B20X60 No Message UDCon25 130 130 UDCon20 130 149
1ST B14 256 5180 B20X60 No Message UDCon23 130 134 UDCon20 130 137
1ST B14 256 5300 B20X60 No Message UDCon23 130 136 UDCon20 130 136
1ST B14 256 5300 B20X60 No Message UDCon19 130 177 UDCon24 130 134
1ST B14 256 5620 B20X60 No Message UDCon19 130 221 UDCon24 130 133
1ST B14 256 5620 B20X60 No Message UDCon19 130 276 UDCon24 130 133
1ST B14 256 5800 B20X60 No Message UDCon19 130 290 UDCon24 130 134
1ST B14 256 5800 B20X60 No Message UDCon19 130 372 UDCon24 130 148
1ST B14 256 6060 B20X60 No Message UDCon19 130 419 UDCon24 130 155
1ST B14 256 6060 B20X60 No Message UDCon19 130 475 UDCon24 130 154
1ST B14 256 6150 B20X60 No Message UDCon19 130 480 UDCon24 130 156
1ST B14 256 6150 B20X60 No Message UDCon19 130 652 UDCon24 130 238
1ST B14 256 6300 B20X60 No Message UDCon19 130 765 UDCon24 130 292
1ST B15 261 250 B20X60 No Message UDCon22 130 473 UDCon25 130 396
1ST B15 261 450 B20X60 No Message UDCon22 130 304 UDCon25 130 284
1ST B15 261 450 B20X60 No Message UDCon22 130 273 UDCon25 130 270
1ST B15 261 900 B20X60 No Message UDCon26 130 130 UDCon21 130 172
1ST B15 261 900 B20X60 No Message UDCon26 130 130 UDCon21 130 162
1ST B15 261 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B15 261 1350 B20X60 No Message UDCon26 0 0 UDCon26 130 130
1ST B15 261 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
1ST B15 261 1800 B20X60 No Message UDCon25 130 130 UDCon26 130 130
1ST B15 261 2250 B20X60 No Message UDCon25 130 130 UDCon22 130 150
1ST B15 261 2250 B20X60 No Message UDCon25 130 130 UDCon22 130 1521ST B15 261 2700 B20X60 No Message UDCon25 130 130 UDCon22 130 151
TIES B1 50 500 B40X60 No Message UDCon22 260 994 UDCon25 260 466
TIES B1 50 991.7 B40X60 No Message UDCon22 260 579 UDCon25 260 474
TIES B1 50 1483.3 B40X60 No Message UDCon26 260 261 UDCon21 260 494
TIES B1 50 1975 B40X60 No Message UDCon26 0 0 UDCon21 260 495
TIES B1 50 1975 B40X60 No Message UDCon26 260 260 UDCon21 260 506
TIES B1 50 2460 B40X60 No Message UDCon26 0 0 UDCon21 260 344
TIES B1 50 2945 B40X60 No Message UDCon26 0 0 UDCon22 260 339
TIES B1 50 3430 B40X60 No Message UDCon25 260 260 UDCon22 260 415
TIES B1 50 3915 B40X60 No Message UDCon25 260 372 UDCon22 260 455
TIES B1 50 4400 B40X60 No Message UDCon21 260 664 UDCon26 260 489
TIES B1 50 4400 B40X60 No Message UDCon21 260 665 UDCon26 260 498
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B1 50 4800 B40X60 No Message UDCon21 260 1107 UDCon26 260 431
TIES B2 57 225 B40X60 No Message UDCon22 260 1109 UDCon25 260 471
TIES B2 57 667.9 B40X60 No Message UDCon22 260 747 UDCon25 260 441
TIES B2 57 1110.7 B40X60 No Message UDCon22 260 445 UDCon25 260 388
TIES B2 57 1553.6 B40X60 No Message UDCon26 260 260 UDCon21 260 338
TIES B2 57 1996.4 B40X60 No Message UDCon26 0 0 UDCon21 260 267
TIES B2 57 2439.3 B40X60 No Message UDCon26 0 0 UDCon22 260 277
TIES B2 57 2882.1 B40X60 No Message UDCon25 260 260 UDCon22 260 457
TIES B2 57 3325 B40X60 No Message UDCon25 260 260 UDCon22 260 607
TIES B2 57 3325 B40X60 No Message UDCon25 260 260 UDCon22 260 600
TIES B2 57 3825 B40X60 No Message UDCon25 260 494 UDCon22 260 571
TIES B2 57 4325 B40X60 No Message UDCon21 260 902 UDCon26 260 559
TIES B3 64 500 B40X60 No Message UDCon22 260 851 UDCon25 260 728
TIES B3 64 956.2 B40X60 No Message UDCon22 260 610 UDCon25 260 558
TIES B3 64 1412.5 B40X60 No Message UDCon22 260 387 UDCon25 260 384
TIES B3 64 1868.7 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B3 64 2325 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B3 64 2781.2 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B3 64 3237.5 B40X60 No Message UDCon25 260 372 UDCon22 260 426
TIES B3 64 3693.7 B40X60 No Message UDCon25 260 575 UDCon22 260 610
TIES B3 64 4150 B40X60 No Message UDCon25 260 789 UDCon22 260 789
TIES B4 71 500 B40X60 No Message UDCon20 260 816 UDCon23 260 745
TIES B4 71 700 B40X60 No Message UDCon20 260 645 UDCon23 260 642
TIES B4 71 700 B40X60 No Message UDCon20 260 672 UDCon23 260 658
TIES B4 71 1200 B40X60 No Message UDCon24 260 350 UDCon19 260 379
TIES B4 71 1700 B40X60 No Message UDCon26 260 260 UDCon26 260 260
TIES B4 71 2200 B40X60 No Message UDCon25 260 260 UDCon20 260 279
TIES B4 71 2700 B40X60 No Message UDCon23 260 520 UDCon20 260 576
TIES B4 71 3200 B40X60 No Message UDCon23 260 839 UDCon20 260 875
TIES B6 85 100 B40X60 No Message UDCon22 260 285 UDCon25 260 260
TIES B6 85 586.4 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B6 85 1072.7 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B6 85 1559.1 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B6 85 2045.5 B40X60 No Message UDCon26 260 260 UDCon26 260 260
TIES B6 85 2531.8 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B6 85 3018.2 B40X60 No Message UDCon25 260 260 UDCon26 260 260TIES B6 85 3504.5 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B6 85 3990.9 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B6 85 4477.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B6 85 4963.6 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B6 85 5450 B40X60 No Message UDCon21 260 320 UDCon26 260 260
TIES B7 92 500 B40X60 No Message UDCon22 260 386 UDCon25 260 260
TIES B7 92 975 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B7 92 1450 B40X60 No Message UDCon26 260 260 UDCon26 260 260
TIES B7 92 1925 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B7 92 2400 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B7 92 2875 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B7 92 3350 B40X60 No Message UDCon25 260 260 UDCon26 260 260
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B7 92 3825 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B7 92 4300 B40X60 No Message UDCon21 260 367 UDCon26 260 260
TIES B8 99 200 B40X60 No Message UDCon22 260 534 UDCon25 260 265
TIES B8 99 500 B40X60 No Message UDCon22 260 307 UDCon25 260 304
TIES B8 99 500 B40X60 No Message UDCon26 260 306 UDCon21 260 311
TIES B8 99 958.3 B40X60 No Message UDCon26 260 260 UDCon21 260 267
TIES B8 99 1416.7 B40X60 No Message UDCon26 260 260 UDCon26 260 260
TIES B8 99 1875 B40X60 No Message UDCon26 0 0 UDCon26 260 260
TIES B8 99 2333.3 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B8 99 2791.7 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B8 99 3250 B40X60 No Message UDCon21 260 434 UDCon26 260 290
TIES B9 100 500 B20X60 No Message UDCon22 130 533 UDCon25 130 448
TIES B9 100 980 B20X60 No Message UDCon26 130 271 UDCon21 130 307
TIES B9 100 1460 B20X60 No Message UDCon26 130 130 UDCon21 130 155
TIES B9 100 1940 B20X60 No Message UDCon25 130 130 UDCon22 130 150
TIES B9 100 2420 B20X60 No Message UDCon25 130 251 UDCon22 130 311
TIES B9 100 2900 B20X60 No Message UDCon21 130 497 UDCon26 130 455
TIES B10 101 150 B20X60 No Message UDCon20 130 389 UDCon23 130 267
TIES B10 101 637.5 B20X60 No Message UDCon20 130 309 UDCon23 130 237
TIES B10 101 1125 B20X60 No Message UDCon20 130 235 UDCon23 130 203
TIES B10 101 1612.5 B20X60 No Message UDCon24 130 166 UDCon19 130 166
TIES B10 101 2100 B20X60 No Message UDCon26 130 130 UDCon19 130 130
TIES B10 101 2587.5 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B10 101 3075 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B10 101 3562.5 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B10 101 4050 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B10 101 4537.5 B20X60 No Message UDCon25 130 130 UDCon20 130 154
TIES B10 101 5025 B20X60 No Message UDCon23 130 184 UDCon20 130 191
TIES B10 101 5512.5 B20X60 No Message UDCon19 130 250 UDCon24 130 227
TIES B10 101 6000 B20X60 No Message UDCon19 130 323 UDCon24 130 262
TIES B11 102 500 B20X60 No Message UDCon20 130 527 UDCon23 130 176
TIES B11 102 980 B20X60 No Message UDCon20 130 312 UDCon23 130 213
TIES B11 102 1460 B20X60 No Message UDCon24 130 155 UDCon19 130 242
TIES B11 102 1940 B20X60 No Message UDCon24 130 130 UDCon19 130 256
TIES B11 102 2420 B20X60 No Message UDCon26 0 0 UDCon19 130 240
TIES B11 102 2900 B20X60 No Message UDCon26 0 0 UDCon19 130 193TIES B11 102 3380 B20X60 No Message UDCon26 0 0 UDCon20 130 234
TIES B11 102 3860 B20X60 No Message UDCon23 130 130 UDCon20 130 251
TIES B11 102 4340 B20X60 No Message UDCon23 130 148 UDCon20 130 237
TIES B11 102 4820 B20X60 No Message UDCon19 130 304 UDCon24 130 208
TIES B11 102 5300 B20X60 No Message UDCon19 130 518 UDCon24 130 171
TIES B12 103 500 B20X60 No Message UDCon22 130 230 UDCon25 130 140
TIES B12 103 978.6 B20X60 No Message UDCon26 130 130 UDCon21 130 152
TIES B12 103 1457.1 B20X60 No Message UDCon26 130 130 UDCon21 130 148
TIES B12 103 1935.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B12 103 2414.3 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B12 103 2892.9 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B12 103 3371.4 B20X60 No Message UDCon21 130 175 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B12 103 3850 B20X60 No Message UDCon21 130 332 UDCon26 130 130
TIES B13 104 100 B20X60 No Message UDCon22 130 333 UDCon25 130 174
TIES B13 104 600 B20X60 No Message UDCon22 130 197 UDCon25 130 130
TIES B13 104 1100 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B13 104 1600 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B13 104 2100 B20X60 No Message UDCon25 130 165 UDCon22 130 182
TIES B13 104 2600 B20X60 No Message UDCon25 130 258 UDCon22 130 299
TIES B14 105 500 B20X60 No Message UDCon20 130 694 UDCon26 0 0
TIES B14 105 920.1 B20X60 No Message UDCon20 130 420 UDCon23 130 130
TIES B14 105 1340.3 B20X60 No Message UDCon20 130 197 UDCon23 130 178
TIES B14 105 1760.4 B20X60 No Message UDCon24 130 130 UDCon19 130 281
TIES B14 105 2180.6 B20X60 No Message UDCon26 0 0 UDCon19 130 365
TIES B14 105 2600.7 B20X60 No Message UDCon26 0 0 UDCon19 130 429
TIES B14 105 2600.7 B20X60 No Message UDCon26 0 0 UDCon19 130 410
TIES B14 105 2967.1 B20X60 No Message UDCon26 0 0 UDCon19 130 361
TIES B14 105 3333.6 B20X60 No Message UDCon26 0 0 UDCon20 130 319
TIES B14 105 3700 B20X60 No Message UDCon26 0 0 UDCon20 130 307
TIES B14 105 3700 B20X60 No Message UDCon26 0 0 UDCon20 130 284
TIES B14 105 4200 B20X60 No Message UDCon26 0 0 UDCon20 130 276
TIES B14 105 4700 B20X60 No Message UDCon23 130 130 UDCon20 130 234
TIES B14 105 5200 B20X60 No Message UDCon19 130 215 UDCon24 130 166
TIES B14 105 5700 B20X60 No Message UDCon19 130 440 UDCon24 130 130
TIES B14 105 5700 B20X60 No Message UDCon19 130 396 UDCon24 130 130
TIES B14 105 6000 B20X60 No Message UDCon19 130 559 UDCon24 130 130
TIES B14 105 6300 B20X60 No Message UDCon19 130 746 UDCon24 130 130
TIES B15 106 250 B20X60 No Message UDCon22 130 284 UDCon25 130 130
TIES B15 106 740 B20X60 No Message UDCon22 130 138 UDCon25 130 130
TIES B15 106 1230 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B15 106 1720 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B15 106 2210 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B15 106 2700 B20X60 No Message UDCon21 130 147 UDCon26 130 130
TIES B20 78 150 B40X60 No Message UDCon20 260 436 UDCon23 260 349
TIES B20 78 612.5 B40X60 No Message UDCon20 260 349 UDCon23 260 312
TIES B20 78 1075 B40X60 No Message UDCon20 260 271 UDCon23 260 268
TIES B20 78 1537.5 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B20 78 2000 B40X60 No Message UDCon26 260 260 UDCon25 260 260TIES B20 78 2462.5 B40X60 No Message UDCon26 260 260 UDCon26 260 260
TIES B20 78 2925 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B20 78 3387.5 B40X60 No Message UDCon26 260 260 UDCon24 260 260
TIES B20 78 3850 B40X60 No Message UDCon26 260 260 UDCon24 260 260
TIES B21 113 100 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B21 113 581.3 B40X60 No Message UDCon26 260 260 UDCon25 260 260
TIES B21 113 1062.5 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B21 113 1543.8 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B21 113 2025 B40X60 No Message UDCon25 260 260 UDCon26 260 260
TIES B21 113 2506.3 B40X60 No Message UDCon23 260 264 UDCon20 260 292
TIES B21 113 2987.5 B40X60 No Message UDCon23 260 362 UDCon20 260 366
TIES B21 113 3468.8 B40X60 No Message UDCon19 260 472 UDCon24 260 437
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B21 113 3950 B40X60 No Message UDCon19 260 592 UDCon24 260 502
TIES B22 120 100.9 B20X60 No Message UDCon20 130 259 UDCon26 0 0
TIES B22 120 545.7 B20X60 No Message UDCon26 130 130 UDCon23 130 130
TIES B22 120 990.4 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B22 120 1435.2 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B22 120 1880 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B22 120 2324.8 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B22 120 2769.5 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B22 120 3214.3 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B22 120 3659.1 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B22 120 4103.9 B20X60 No Message UDCon19 130 244 UDCon24 130 130
TIES B23 141 0 B20X60 No Message UDCon20 130 307 UDCon23 130 130
TIES B23 141 467.1 B20X60 No Message UDCon20 130 170 UDCon26 130 130
TIES B23 141 934.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B23 141 1401.4 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B23 141 1868.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B23 141 2335.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B23 141 2802.8 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B23 141 3270 B20X60 No Message UDCon19 130 145 UDCon25 130 130
TIES B23 141 3737.1 B20X60 No Message UDCon19 130 285 UDCon24 130 130
TIES B24 169 105.8 B20X60 No Message UDCon25 130 130 UDCon19 130 164
TIES B24 169 565.6 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B24 169 1025.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B24 169 1485.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B24 169 1944.9 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B24 169 2404.6 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B24 169 2864.4 B20X60 No Message UDCon19 130 147 UDCon24 130 139
TIES B24 169 3324.2 B20X60 No Message UDCon19 130 213 UDCon24 130 169
TIES B25 237 100 B20X60 No Message UDCon20 130 216 UDCon26 0 0
TIES B25 237 600 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B25 237 1100 B20X60 No Message UDCon23 130 130 UDCon20 130 147
TIES B26 238 100 B20X60 No Message UDCon20 130 281 UDCon26 0 0
TIES B26 238 600 B20X60 No Message UDCon20 130 135 UDCon26 0 0
TIES B26 238 1100 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B26 238 1600 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B26 238 2100 B20X60 No Message UDCon26 0 0 UDCon19 130 142TIES B26 238 2600 B20X60 No Message UDCon26 0 0 UDCon19 130 138
TIES B26 238 3100 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B26 238 3600 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B26 238 4100 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B26 238 4600 B20X60 No Message UDCon22 130 210 UDCon26 0 0
TIES B27 239 100 B20X60 No Message UDCon20 130 287 UDCon26 0 0
TIES B27 239 570 B20X60 No Message UDCon20 130 141 UDCon23 130 130
TIES B27 239 1040 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B27 239 1510 B20X60 No Message UDCon26 0 0 UDCon19 130 142
TIES B27 239 1980 B20X60 No Message UDCon26 0 0 UDCon19 130 164
TIES B27 239 2450 B20X60 No Message UDCon26 0 0 UDCon19 130 157
TIES B27 239 2920 B20X60 No Message UDCon26 0 0 UDCon20 130 147
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B27 239 3390 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B27 239 3860 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B27 239 4330 B20X60 No Message UDCon19 130 168 UDCon26 0 0
TIES B27 239 4800 B20X60 No Message UDCon19 130 323 UDCon26 0 0
TIES B28 240 500 B20X60 No Message UDCon22 130 275 UDCon25 130 247
TIES B28 240 966.7 B20X60 No Message UDCon26 130 180 UDCon21 130 238
TIES B28 240 1433.3 B20X60 No Message UDCon26 130 130 UDCon21 130 205
TIES B28 240 1900 B20X60 No Message UDCon26 130 130 UDCon21 130 142
TIES B28 240 2366.7 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B28 240 2833.3 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B28 240 3300 B20X60 No Message UDCon21 130 220 UDCon26 0 0
TIES B29 241 100 B20X60 No Message UDCon22 130 186 UDCon26 0 0
TIES B29 241 450 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B29 241 800 B20X60 No Message UDCon25 130 130 UDCon22 130 193
TIES B29 241 1150 B20X60 No Message UDCon25 130 130 UDCon22 130 358
TIES B29 241 1150 B20X60 No Message UDCon25 130 130 UDCon22 130 344
TIES B29 241 1450 B20X60 No Message UDCon25 130 212 UDCon22 130 360
TIES B29 241 1750 B20X60 No Message UDCon25 130 327 UDCon22 130 364
TIES B30 262 100 B20X60 No Message UDCon20 130 320 UDCon26 0 0
TIES B30 262 570 B20X60 No Message UDCon20 130 163 UDCon23 130 130
TIES B30 262 1040 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B30 262 1510 B20X60 No Message UDCon26 0 0 UDCon19 130 160
TIES B30 262 1980 B20X60 No Message UDCon26 0 0 UDCon19 130 201
TIES B30 262 2450 B20X60 No Message UDCon26 0 0 UDCon19 130 213
TIES B30 262 2920 B20X60 No Message UDCon26 0 0 UDCon19 130 195
TIES B30 262 3390 B20X60 No Message UDCon26 0 0 UDCon20 130 160
TIES B30 262 3860 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B30 262 4330 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B30 262 4800 B20X60 No Message UDCon19 130 174 UDCon26 0 0
TIES B31 263 0 B20X60 No Message UDCon20 130 265 UDCon26 0 0
TIES B31 263 480 B20X60 No Message UDCon26 130 130 UDCon23 130 130
TIES B31 263 960 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B31 263 1440 B20X60 No Message UDCon26 0 0 UDCon19 130 172
TIES B31 263 1920 B20X60 No Message UDCon26 0 0 UDCon19 130 205
TIES B31 263 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 207
TIES B31 263 2880 B20X60 No Message UDCon26 0 0 UDCon19 130 178TIES B31 263 3360 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B31 263 3840 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B31 263 4320 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B31 263 4800 B20X60 No Message UDCon19 130 249 UDCon26 0 0
TIES B32 264 100 B20X60 No Message UDCon22 130 184 UDCon26 0 0
TIES B32 264 540 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B32 264 980 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B32 264 1420 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B32 264 1860 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B32 264 2300 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B33 265 100 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B33 265 585.7 B20X60 No Message UDCon25 130 130 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B33 265 1071.4 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B33 265 1557.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B33 265 2042.9 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B33 265 2528.6 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B33 265 3014.3 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B33 265 3500 B20X60 No Message UDCon22 130 203 UDCon26 0 0
TIES B34 266 0 B20X60 No Message UDCon20 130 386 UDCon23 130 336
TIES B34 266 440 B20X60 No Message UDCon20 130 216 UDCon23 130 185
TIES B34 266 880 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B34 266 1320 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B34 266 1760 B20X60 No Message UDCon19 130 287 UDCon24 130 270
TIES B34 266 2200 B20X60 No Message UDCon19 130 457 UDCon24 130 429
TIES B35 267 0 B20X60 No Message UDCon20 130 466 UDCon23 130 185
TIES B35 267 500 B20X60 No Message UDCon20 130 232 UDCon23 130 188
TIES B35 267 1000 B20X60 No Message UDCon24 130 130 UDCon19 130 188
TIES B35 267 1000 B20X60 No Message UDCon24 130 130 UDCon19 130 164
TIES B35 267 1487.5 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B35 267 1975 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B35 267 2462.5 B20X60 No Message UDCon19 130 184 UDCon24 130 172
TIES B35 267 2950 B20X60 No Message UDCon19 130 364 UDCon24 130 215
TIES B36 268 250 B20X60 No Message UDCon20 130 523 UDCon26 0 0
TIES B36 268 725 B20X60 No Message UDCon20 130 240 UDCon23 130 130
TIES B36 268 1200 B20X60 No Message UDCon24 130 130 UDCon19 130 156
TIES B36 268 1200 B20X60 No Message UDCon24 130 130 UDCon19 130 153
TIES B36 268 1655.6 B20X60 No Message UDCon26 0 0 UDCon19 130 201
TIES B36 268 2111.1 B20X60 No Message UDCon26 0 0 UDCon19 130 222
TIES B36 268 2566.7 B20X60 No Message UDCon26 0 0 UDCon21 130 217
TIES B36 268 3022.2 B20X60 No Message UDCon26 0 0 UDCon20 130 218
TIES B36 268 3477.8 B20X60 No Message UDCon26 0 0 UDCon20 130 205
TIES B36 268 3933.3 B20X60 No Message UDCon23 130 130 UDCon20 130 164
TIES B36 268 4388.9 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B36 268 4844.4 B20X60 No Message UDCon19 130 241 UDCon24 130 130
TIES B36 268 5300 B20X60 No Message UDCon19 130 419 UDCon26 0 0
TIES B37 269 200 B20X60 No Message UDCon22 130 375 UDCon26 0 0
TIES B37 269 500 B20X60 No Message UDCon22 130 207 UDCon25 130 130
TIES B37 269 500 B20X60 No Message UDCon22 130 208 UDCon25 130 130TIES B37 269 964.3 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B37 269 1428.6 B20X60 No Message UDCon26 130 130 UDCon21 130 140
TIES B37 269 1892.9 B20X60 No Message UDCon26 0 0 UDCon21 130 158
TIES B37 269 2357.1 B20X60 No Message UDCon26 0 0 UDCon21 130 147
TIES B37 269 2821.4 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B37 269 3285.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B37 269 3750 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B38 270 500 B20X60 No Message UDCon22 130 240 UDCon25 130 172
TIES B38 270 950 B20X60 No Message UDCon26 130 130 UDCon21 130 166
TIES B38 270 1400 B20X60 No Message UDCon26 130 130 UDCon21 130 145
TIES B38 270 1850 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B38 270 2300 B20X60 No Message UDCon26 0 0 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B38 270 2750 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B38 270 3200 B20X60 No Message UDCon21 130 210 UDCon26 130 130
TIES B38 270 3650 B20X60 No Message UDCon21 130 367 UDCon26 130 130
TIES B39 271 250 B20X60 No Message UDCon20 130 214 UDCon23 130 211
TIES B39 271 712.5 B20X60 No Message UDCon24 130 153 UDCon19 130 170
TIES B39 271 1175 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B39 271 1637.5 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B39 271 2100 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B39 271 2562.5 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B39 271 3025 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B39 271 3487.5 B20X60 No Message UDCon19 130 165 UDCon24 130 148
TIES B39 271 3950 B20X60 No Message UDCon19 130 235 UDCon24 130 188
TIES B40 272 0 B20X60 No Message UDCon26 130 130 UDCon23 130 130
TIES B40 272 466.7 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B40 272 933.3 B20X60 No Message UDCon26 0 0 UDCon19 130 137
TIES B40 272 1400 B20X60 No Message UDCon26 0 0 UDCon19 130 159
TIES B40 272 1866.7 B20X60 No Message UDCon26 0 0 UDCon20 130 182
TIES B40 272 2333.3 B20X60 No Message UDCon26 0 0 UDCon20 130 186
TIES B40 272 2800 B20X60 No Message UDCon26 0 0 UDCon20 130 160
TIES B40 272 3266.7 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B40 272 3733.3 B20X60 No Message UDCon19 130 165 UDCon24 130 130
TIES B40 272 4200 B20X60 No Message UDCon19 130 318 UDCon26 0 0
TIES B41 273 0 B20X60 No Message UDCon24 130 282 UDCon19 130 396
TIES B41 273 440 B20X60 No Message UDCon24 130 156 UDCon19 130 236
TIES B41 273 880 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B41 273 1320 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B41 273 1760 B20X60 No Message UDCon19 130 260 UDCon24 130 206
TIES B41 273 2200 B20X60 No Message UDCon19 130 438 UDCon24 130 321
TIES B42 274 500 B20X60 No Message UDCon22 130 227 UDCon25 130 173
TIES B42 274 963.6 B20X60 No Message UDCon22 130 169 UDCon25 130 148
TIES B42 274 1427.3 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B42 274 1890.9 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B42 274 2354.5 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B42 274 2818.2 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B42 274 3281.8 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B42 274 3745.5 B20X60 No Message UDCon25 130 130 UDCon26 130 130TIES B42 274 4209.1 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B42 274 4672.7 B20X60 No Message UDCon21 130 158 UDCon26 130 148
TIES B42 274 5136.4 B20X60 No Message UDCon21 130 215 UDCon26 130 174
TIES B42 274 5600 B20X60 No Message UDCon21 130 276 UDCon26 130 197
TIES B43 275 200 B20X60 No Message UDCon22 130 198 UDCon26 0 0
TIES B43 275 672.2 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B43 275 1144.4 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B43 275 1616.7 B20X60 No Message UDCon26 0 0 UDCon21 130 185
TIES B43 275 2088.9 B20X60 No Message UDCon26 0 0 UDCon21 130 212
TIES B43 275 2561.1 B20X60 No Message UDCon26 0 0 UDCon21 130 208
TIES B43 275 3033.3 B20X60 No Message UDCon26 0 0 UDCon21 130 175
TIES B43 275 3505.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B43 275 3977.8 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B43 275 4450 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B44 276 0 B20X60 No Message UDCon20 130 193 UDCon26 0 0
TIES B44 276 480 B20X60 No Message UDCon26 130 130 UDCon23 130 130
TIES B44 276 960 B20X60 No Message UDCon26 0 0 UDCon19 130 147
TIES B44 276 1440 B20X60 No Message UDCon26 0 0 UDCon19 130 257
TIES B44 276 1920 B20X60 No Message UDCon26 0 0 UDCon19 130 335
TIES B44 276 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 384
TIES B44 276 2400 B20X60 No Message UDCon26 0 0 UDCon19 130 451
TIES B44 276 2840 B20X60 No Message UDCon26 0 0 UDCon19 130 380
TIES B44 276 3280 B20X60 No Message UDCon26 0 0 UDCon19 130 288
TIES B44 276 3720 B20X60 No Message UDCon26 0 0 UDCon20 130 188
TIES B44 276 4160 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B44 276 4600 B20X60 No Message UDCon19 130 143 UDCon26 0 0
TIES B45 277 225 B20X60 No Message UDCon26 130 294 UDCon21 130 318
TIES B45 277 645 B20X60 No Message UDCon26 130 223 UDCon21 130 239
TIES B45 277 1065 B20X60 No Message UDCon26 130 153 UDCon21 130 157
TIES B45 277 1485 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B45 277 1905 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B45 277 2325 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B46 278 0 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 400 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 800 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 800 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 1270 B20X60 No Message UDCon26 0 0 UDCon19 130 139
TIES B46 278 1740 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 2210 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B46 278 2680 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B46 278 3150 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B47 279 0 B20X60 No Message UDCon20 130 335 UDCon23 130 130
TIES B47 279 480 B20X60 No Message UDCon20 130 165 UDCon23 130 130
TIES B47 279 960 B20X60 No Message UDCon24 130 130 UDCon19 130 155
TIES B47 279 1440 B20X60 No Message UDCon26 0 0 UDCon19 130 194
TIES B47 279 1920 B20X60 No Message UDCon26 0 0 UDCon19 130 201
TIES B47 279 2400 B20X60 No Message UDCon26 0 0 UDCon20 130 208
TIES B47 279 2880 B20X60 No Message UDCon26 0 0 UDCon20 130 224TIES B47 279 3360 B20X60 No Message UDCon26 0 0 UDCon20 130 209
TIES B47 279 3840 B20X60 No Message UDCon23 130 130 UDCon20 130 164
TIES B47 279 4320 B20X60 No Message UDCon19 130 224 UDCon24 130 130
TIES B47 279 4800 B20X60 No Message UDCon19 130 404 UDCon24 130 130
TIES B48 280 500 B20X60 No Message UDCon20 130 501 UDCon23 130 130
TIES B48 280 850 B20X60 No Message UDCon20 130 280 UDCon23 130 177
TIES B48 280 1200 B20X60 No Message UDCon24 130 130 UDCon19 130 254
TIES B48 280 1200 B20X60 No Message UDCon24 130 130 UDCon19 130 224
TIES B48 280 1633.5 B20X60 No Message UDCon24 130 130 UDCon19 130 243
TIES B48 280 2066.9 B20X60 No Message UDCon26 0 0 UDCon19 130 237
TIES B48 280 2500.4 B20X60 No Message UDCon26 0 0 UDCon22 130 207
TIES B48 280 2933.8 B20X60 No Message UDCon26 0 0 UDCon20 130 248
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B48 280 3367.3 B20X60 No Message UDCon26 0 0 UDCon20 130 275
TIES B48 280 3800.7 B20X60 No Message UDCon23 130 130 UDCon20 130 276
TIES B48 280 3800.7 B20X60 No Message UDCon23 130 130 UDCon20 130 305
TIES B48 280 4200.4 B20X60 No Message UDCon19 130 241 UDCon24 130 199
TIES B48 280 4600 B20X60 No Message UDCon19 130 492 UDCon24 130 130
TIES B49 281 0 B20X60 No Message UDCon22 130 1156 UDCon26 0 0
TIES B49 281 457.1 B20X60 No Message UDCon22 130 769 UDCon26 0 0
TIES B49 281 914.3 B20X60 No Message UDCon22 130 460 UDCon26 0 0
TIES B49 281 1371.4 B20X60 No Message UDCon22 130 212 UDCon26 0 0
TIES B49 281 1828.6 B20X60 No Message UDCon26 130 130 UDCon21 130 135
TIES B49 281 2285.7 B20X60 No Message UDCon26 0 0 UDCon21 130 281
TIES B49 281 2742.9 B20X60 No Message UDCon26 0 0 UDCon21 130 402
TIES B49 281 3200 B20X60 No Message UDCon26 0 0 UDCon20 130 508
TIES B49 281 3200 B20X60 No Message UDCon26 0 0 UDCon20 130 512
TIES B49 281 3600 B20X60 No Message UDCon26 0 0 UDCon20 130 524
TIES B49 281 4000 B20X60 No Message UDCon26 0 0 UDCon22 130 513
TIES B49 281 4400 B20X60 No Message UDCon26 0 0 UDCon22 130 499
TIES B49 281 4400 B20X60 No Message UDCon26 0 0 UDCon22 130 526
TIES B49 281 4858.3 B20X60 No Message UDCon26 0 0 UDCon22 130 404
TIES B49 281 5316.7 B20X60 No Message UDCon26 0 0 UDCon22 130 262
TIES B49 281 5775 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B49 281 6233.3 B20X60 No Message UDCon21 130 272 UDCon26 0 0
TIES B49 281 6691.7 B20X60 No Message UDCon21 130 538 UDCon26 0 0
TIES B49 281 7150 B20X60 No Message UDCon21 130 870 UDCon26 0 0
TIES B50 282 0 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 442.9 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 885.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 1328.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 1771.4 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 2214.3 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B50 282 2657.1 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B50 282 3100 B20X60 No Message UDCon19 130 188 UDCon26 0 0
TIES B51 283 0 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B51 283 441.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B51 283 883.3 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B51 283 1325 B20X60 No Message UDCon26 0 0 UDCon26 130 130TIES B51 283 1766.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B51 283 2208.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B51 283 2650 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B51 283 2650 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B51 283 2925 B20X60 No Message UDCon21 130 135 UDCon26 0 0
TIES B51 283 3200 B20X60 No Message UDCon21 130 206 UDCon26 0 0
TIES B51 283 3200 B20X60 No Message UDCon20 130 245 UDCon26 0 0
TIES B51 283 3625 B20X60 No Message UDCon19 130 217 UDCon26 0 0
TIES B51 283 4050 B20X60 No Message UDCon19 130 243 UDCon24 130 130
TIES B51 283 4475 B20X60 No Message UDCon19 130 293 UDCon24 130 130
TIES B51 283 4900 B20X60 No Message UDCon19 130 368 UDCon24 130 130
TIES B52 284 500 B20X60 No Message UDCon20 130 430 UDCon23 130 140
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B56 288 3309.1 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B56 288 3781.8 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B56 288 4254.5 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B56 288 4727.3 B20X60 No Message UDCon21 130 176 UDCon26 130 130
TIES B56 288 5200 B20X60 No Message UDCon21 130 227 UDCon26 130 130
TIES B57 289 104.1 B20X60 No Message UDCon21 130 392 UDCon26 130 130
TIES B57 289 587.3 B20X60 No Message UDCon21 130 217 UDCon26 130 130
TIES B57 289 1070.6 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B57 289 1553.9 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B57 289 2037.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B57 289 2520.4 B20X60 No Message UDCon26 130 130 UDCon21 130 161
TIES B57 289 3003.7 B20X60 No Message UDCon26 130 139 UDCon21 130 177
TIES B57 289 3486.9 B20X60 No Message UDCon22 130 268 UDCon25 130 177
TIES B57 289 3970.2 B20X60 No Message UDCon22 130 440 UDCon25 130 161
TIES B58 290 0 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B58 290 479.2 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B58 290 958.4 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B58 290 1437.6 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B58 290 1916.8 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B58 290 2396 B20X60 No Message UDCon22 130 165 UDCon26 0 0
TIES B58 290 2875.2 B20X60 No Message UDCon22 130 229 UDCon26 0 0
TIES B58 290 3354.5 B20X60 No Message UDCon22 130 298 UDCon26 0 0
TIES B59 291 0 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B59 291 433.6 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B59 291 867.1 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B59 291 1300.7 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B59 291 1734.2 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B59 291 2167.8 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B59 291 2601.3 B20X60 No Message UDCon21 130 173 UDCon26 130 130
TIES B60 292 0 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B60 292 400 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B60 292 800 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B60 292 1200 B20X60 No Message UDCon26 0 0 UDCon22 130 151
TIES B60 292 1600 B20X60 No Message UDCon26 0 0 UDCon22 130 171
TIES B60 292 1600 B20X60 No Message UDCon26 0 0 UDCon22 130 160
TIES B60 292 2037.5 B20X60 No Message UDCon26 0 0 UDCon22 130 141TIES B60 292 2475 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B60 292 2912.5 B20X60 No Message UDCon21 130 178 UDCon26 130 130
TIES B60 292 3350 B20X60 No Message UDCon21 130 328 UDCon26 0 0
TIES B61 293 100 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B61 293 400 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B61 293 700 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B61 293 700 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B61 293 1152.3 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B61 293 1604.6 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B61 293 2056.9 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B61 293 2509.2 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B61 293 2961.5 B20X60 No Message UDCon25 130 130 UDCon22 130 147
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B61 293 3413.8 B20X60 No Message UDCon25 130 161 UDCon22 130 172
TIES B61 293 3866.1 B20X60 No Message UDCon21 130 198 UDCon26 130 193
TIES B62 294 0 B20X60 No Message UDCon22 130 411 UDCon26 0 0
TIES B62 294 500 B20X60 No Message UDCon22 130 211 UDCon25 130 130
TIES B62 294 1000 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B62 294 1500 B20X60 No Message UDCon26 0 0 UDCon21 130 190
TIES B62 294 2000 B20X60 No Message UDCon26 0 0 UDCon21 130 250
TIES B62 294 2500 B20X60 No Message UDCon26 0 0 UDCon21 130 277
TIES B62 294 3000 B20X60 No Message UDCon26 0 0 UDCon19 130 276
TIES B62 294 3500 B20X60 No Message UDCon26 0 0 UDCon22 130 271
TIES B62 294 4000 B20X60 No Message UDCon26 0 0 UDCon22 130 233
TIES B62 294 4500 B20X60 No Message UDCon26 0 0 UDCon22 130 163
TIES B62 294 5000 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B62 294 5500 B20X60 No Message UDCon21 130 263 UDCon26 0 0
TIES B62 294 6000 B20X60 No Message UDCon21 130 479 UDCon26 0 0
TIES B63 295 225 B20X60 No Message UDCon20 130 167 UDCon23 130 130
TIES B63 295 699.6 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B63 295 1174.2 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B63 295 1648.8 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B63 295 2123.4 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B63 295 2598 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B63 295 3072.6 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B63 295 3547.2 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B63 295 4021.8 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B63 295 4496.4 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B63 295 4971 B20X60 No Message UDCon25 130 130 UDCon26 130 130
TIES B64 296 150.1 B20X60 No Message UDCon20 130 255 UDCon23 130 130
TIES B64 296 638.6 B20X60 No Message UDCon20 130 206 UDCon23 130 130
TIES B64 296 1127.1 B20X60 No Message UDCon20 130 162 UDCon25 130 130
TIES B64 296 1615.6 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B64 296 2104.1 B20X60 No Message UDCon26 130 130 UDCon25 130 130
TIES B64 296 2592.7 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B64 296 3081.2 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B64 296 3569.7 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B64 296 4058.2 B20X60 No Message UDCon24 130 130 UDCon26 130 130
TIES B64 296 4546.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130TIES B64 296 5035.2 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B64 296 5523.7 B20X60 No Message UDCon23 130 130 UDCon26 130 130
TIES B64 296 6012.3 B20X60 No Message UDCon26 130 130 UDCon26 130 130
TIES B64 296 6500.8 B20X60 No Message UDCon26 130 130 UDCon24 130 130
TIES B65 297 225 B20X60 No Message UDCon20 130 515 UDCon26 0 0
TIES B65 297 660 B20X60 No Message UDCon20 130 333 UDCon26 0 0
TIES B65 297 1095.1 B20X60 No Message UDCon20 130 189 UDCon23 130 130
TIES B65 297 1530.1 B20X60 No Message UDCon26 130 130 UDCon23 130 130
TIES B65 297 1965.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B65 297 2400.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B66 298 0 B20X60 No Message UDCon20 130 162 UDCon23 130 130
TIES B66 298 467.5 B20X60 No Message UDCon24 130 130 UDCon26 130 130
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Station
mm
Design
SectionStatus
As Top
Combo
As,min
Top
mm²
As Top
mm²
As
Bottom
Combo
As,min
Bottom
mm²
As
Bottom
mm²
TIES B66 298 935 B20X60 No Message UDCon26 0 0 UDCon19 130 156
TIES B66 298 1402.5 B20X60 No Message UDCon26 0 0 UDCon19 130 186
TIES B66 298 1870 B20X60 No Message UDCon26 0 0 UDCon21 130 188
TIES B66 298 2337.5 B20X60 No Message UDCon26 0 0 UDCon20 130 199
TIES B66 298 2805 B20X60 No Message UDCon26 0 0 UDCon20 130 184
TIES B66 298 3272.5 B20X60 No Message UDCon23 130 130 UDCon20 130 138
TIES B66 298 3740 B20X60 No Message UDCon26 130 130 UDCon24 130 130
TIES B66 298 4207.5 B20X60 No Message UDCon19 130 251 UDCon24 130 130
TIES B66 298 4675 B20X60 No Message UDCon19 130 431 UDCon26 0 0
TIES B67 299 100 B20X60 No Message UDCon20 130 448 UDCon26 0 0
TIES B67 299 466.7 B20X60 No Message UDCon20 130 225 UDCon26 0 0
TIES B67 299 833.3 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B67 299 1200 B20X60 No Message UDCon26 0 0 UDCon20 130 202
TIES B68 300 0 B20X60 No Message UDCon26 130 130 UDCon26 0 0
TIES B68 300 492.9 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B68 300 985.7 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B68 300 1478.6 B20X60 No Message UDCon26 0 0 UDCon21 130 148
TIES B68 300 1971.4 B20X60 No Message UDCon26 0 0 UDCon19 130 153
TIES B68 300 2464.3 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B68 300 2957.1 B20X60 No Message UDCon26 0 0 UDCon26 130 130
TIES B68 300 3450 B20X60 No Message UDCon26 130 130 UDCon26 0 0
Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2)
Story Label UniqueName Stationmm V Combo
At
Shear mm²/m
Torsion
LongCombo
Al
Torsionmm²
Torsion
TranCombo
At
Torsionmm²/m
Warnings
TOP B11 29 481.3 UDCon20 265.5 UDCon26 0 UDCon26 0 No Message
TOP B11 29 483.3 UDCon20 265.7 UDCon26 0 UDCon26 0 No Message
TOP B11 29 483.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 966.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 966.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 1933.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 1933.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 2416.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 2416.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 3383.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 3383.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 3866.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 3866.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 4350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 4350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 4833.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 4833.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B11 29 5316.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TOP B11 29 5316.7 UDCon19 332.82 UDCon26 0 UDCon26 0 No Message
TOP B11 29 5318.7 UDCon19 332.59 UDCon26 0 UDCon26 0 No Message
TOP B14 1 481.3 UDCon20 278.8 UDCon26 0 UDCon26 0 No Message
TOP B14 1 483.3 UDCon20 279.01 UDCon26 0 UDCon26 0 No Message
TOP B14 1 483.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 966.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 966.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 1933.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 1933.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 2416.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 2416.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 3383.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 3383.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 3866.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 3866.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 4350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 4350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 4833.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 4833.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 5316.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 5316.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B14 1 6300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 250 UDCon22 282.44 UDCon26 0 UDCon26 0 No Message
TOP B15 43 450 UDCon22 303.85 UDCon26 0 UDCon26 0 No Message
TOP B15 43 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 1350 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTOP B15 43 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B15 43 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B16 8 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B16 8 2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TOP B17 15 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B17 15 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B18 22 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B18 22 2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B19 36 348 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B19 36 350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B19 36 350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TOP B19 36 700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 323 UDCon22 462.42 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 325 UDCon22 462.81 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 4712.5 UDCon26 400 UDCon26 0 UDCon26 0 No MessageROOF B1 182 4712.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B1 182 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 225 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 475 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 475 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B2 187 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B2 187 4327 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 485.5 UDCon22 577.67 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 487.5 UDCon22 578.12 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 487.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 4200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 4200 UDCon21 447.77 UDCon26 0 UDCon26 0 No Message
ROOF B3 192 4202 UDCon21 447.37 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 348 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No MessageROOF B4 197 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2908.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 2908.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B4 197 3200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 150 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 458.3 UDCon20 435.84 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B5 202 458.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B5 202 7900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 1000 UDCon26 400 UDCon26 0 UDCon26 0 No MessageROOF B6 207 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B6 207 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B6 207 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 491.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B7 212 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 1990 UDCon26 400 UDCon26 0 UDCon26 0 No MessageROOF B8 217 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B8 217 3312 UDCon26 400 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 483.7 UDCon22 463.09 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 485.7 UDCon22 463.39 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B9 222 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 2914.3 UDCon21 503.82 UDCon26 0 UDCon26 0 No Message
ROOF B9 222 2916.3 UDCon21 503.47 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 481.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 481.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 6100 UDCon26 200 UDCon26 0 UDCon26 0 No MessageROOF B10 227 6100 UDCon19 358.53 UDCon26 0 UDCon26 0 No Message
ROOF B10 227 6102 UDCon19 358.3 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 1925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 2875 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 3825 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B11 232 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 5300 UDCon19 407.25 UDCon26 0 UDCon26 0 No Message
ROOF B11 232 5302 UDCon19 407.21 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 483.7 UDCon22 309.59 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 485.7 UDCon22 309.82 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 3725 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 3725 UDCon21 268.79 UDCon26 0 UDCon26 0 No Message
ROOF B12 242 3850 UDCon21 254.47 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 100 UDCon22 358.42 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 450 UDCon22 406.04 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 900 UDCon22 247.77 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 2250 UDCon21 246.26 UDCon26 0 UDCon26 0 No Message
ROOF B13 247 2600 UDCon21 210.29 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 485.5 UDCon20 322.68 UDCon26 0 UDCon26 0 No MessageROOF B14 252 487.5 UDCon20 322.9 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
ROOF B14 252 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 6150 UDCon19 269.27 UDCon26 0 UDCon26 0 No Message
ROOF B14 252 6300 UDCon19 254.82 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 250 UDCon22 645.62 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 450 UDCon22 684.4 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 900 UDCon22 254.71 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 1800 UDCon26 200 UDCon26 0 UDCon26 0 No MessageROOF B15 257 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
ROOF B15 257 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B1 183 323 UDCon22 791.78 UDCon26 0 UDCon26 0 No Message
4TH B1 183 325 UDCon22 792.25 UDCon26 0 UDCon26 0 No Message
4TH B1 183 325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B1 183 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 4712.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B1 183 4712.5 UDCon21 572.52 UDCon26 0 UDCon26 0 No Message
4TH B1 183 4800 UDCon21 553.76 UDCon26 0 UDCon26 0 No Message
4TH B2 188 225 UDCon22 630.03 UDCon26 0 UDCon26 0 No Message
4TH B2 188 475 UDCon22 687.53 UDCon26 0 UDCon26 0 No Message
4TH B2 188 475 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B2 188 4325 UDCon21 663.72 UDCon26 0 UDCon26 0 No Message
4TH B2 188 4327 UDCon21 663.25 UDCon26 0 UDCon26 0 No Message
4TH B3 193 485.5 UDCon22 860.48 UDCon26 0 UDCon26 0 No Message4TH B3 193 487.5 UDCon22 861.01 UDCon26 0 UDCon26 0 No Message
4TH B3 193 487.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 975 UDCon22 448.93 UDCon26 0 UDCon26 0 No Message
4TH B3 193 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B3 193 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 3750 UDCon21 408.25 UDCon26 0 UDCon26 0 No Message
4TH B3 193 4200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B3 193 4200 UDCon21 702.5 UDCon26 0 UDCon26 0 No Message
4TH B3 193 4202 UDCon21 702.03 UDCon26 0 UDCon26 0 No Message
4TH B4 198 348 UDCon23 519.57 UDCon26 0 UDCon26 0 No Message
4TH B4 198 350 UDCon23 520.1 UDCon26 0 UDCon26 0 No Message
4TH B4 198 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2466.7 UDCon19 403.83 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2908.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B4 198 2908.3 UDCon19 623.05 UDCon26 0 UDCon26 0 No Message
4TH B4 198 3200 UDCon19 560.21 UDCon26 0 UDCon26 0 No Message
4TH B5 203 150 UDCon20 735.76 UDCon26 0 UDCon26 0 No Message
4TH B5 203 458.3 UDCon20 806.47 UDCon26 0 UDCon26 0 No Message
4TH B5 203 458.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 916.7 UDCon20 419.49 UDCon26 0 UDCon26 0 No Message
4TH B5 203 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message4TH B5 203 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B5 203 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B5 203 7659.1 UDCon19 505.39 UDCon26 0 UDCon26 0 No Message
4TH B5 203 7900 UDCon19 463.17 UDCon26 0 UDCon26 0 No Message
4TH B6 208 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 500 UDCon22 447.17 UDCon26 0 UDCon26 0 No Message
4TH B6 208 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B6 208 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 491.8 UDCon22 621.34 UDCon26 0 UDCon26 0 No Message
4TH B7 213 493.8 UDCon22 621.81 UDCon26 0 UDCon26 0 No Message
4TH B7 213 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message4TH B7 213 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B7 213 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B7 213 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 200 UDCon22 644.97 UDCon26 0 UDCon26 0 No Message
4TH B8 218 387.5 UDCon22 689.11 UDCon26 0 UDCon26 0 No Message
4TH B8 218 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
4TH B8 218 3310 UDCon21 673.49 UDCon26 0 UDCon26 0 No Message
4TH B8 218 3312 UDCon21 673.01 UDCon26 0 UDCon26 0 No Message
4TH B9 223 483.7 UDCon22 653.78 UDCon26 0 UDCon26 0 No Message
4TH B9 223 485.7 UDCon22 654.13 UDCon26 0 UDCon26 0 No Message
4TH B9 223 485.7 UDCon22 226.52 UDCon26 0 UDCon26 0 No Message
4TH B9 223 971.4 UDCon22 278.7 UDCon26 0 UDCon26 0 No Message
4TH B9 223 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 1457.1 UDCon22 240.1 UDCon26 0 UDCon26 0 No Message
4TH B9 223 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 2428.6 UDCon21 245.32 UDCon26 0 UDCon26 0 No Message
4TH B9 223 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B9 223 2914.3 UDCon21 717.3 UDCon26 0 UDCon26 0 No Message
4TH B9 223 2916.3 UDCon21 716.9 UDCon26 0 UDCon26 0 No Message
4TH B10 228 150 UDCon20 309.04 UDCon26 0 UDCon26 0 No Message4TH B10 228 481.8 UDCon20 342.84 UDCon26 0 UDCon26 0 No Message
4TH B10 228 481.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 963.6 UDCon20 237.34 UDCon26 0 UDCon26 0 No Message
4TH B10 228 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B10 228 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B10 228 5700 UDCon19 263.42 UDCon26 0 UDCon26 0 No Message
4TH B10 228 6100 UDCon19 226.81 UDCon26 0 UDCon26 0 No Message
4TH B10 228 6100 UDCon19 515.03 UDCon26 0 UDCon26 0 No Message
4TH B10 228 6102 UDCon19 514.76 UDCon26 0 UDCon26 0 No Message
4TH B11 233 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 1925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 2875 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 3825 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B11 233 5300 UDCon19 487.18 UDCon26 0 UDCon26 0 No Message
4TH B11 233 5302 UDCon19 487.11 UDCon26 0 UDCon26 0 No Message
4TH B12 243 483.7 UDCon22 427.67 UDCon26 0 UDCon26 0 No Message
4TH B12 243 485.7 UDCon22 427.94 UDCon26 0 UDCon26 0 No Message
4TH B12 243 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message4TH B12 243 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 2914.3 UDCon21 230.65 UDCon26 0 UDCon26 0 No Message
4TH B12 243 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B12 243 3400 UDCon21 238.65 UDCon26 0 UDCon26 0 No Message
4TH B12 243 3725 UDCon21 205.64 UDCon26 0 UDCon26 0 No Message
4TH B12 243 3725 UDCon21 439.91 UDCon26 0 UDCon26 0 No Message
4TH B12 243 3850 UDCon21 423.43 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B13 248 100 UDCon22 214.26 UDCon26 0 UDCon26 0 No Message
4TH B13 248 450 UDCon22 254.82 UDCon26 0 UDCon26 0 No Message
4TH B13 248 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B13 248 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 485.5 UDCon20 392.74 UDCon26 0 UDCon26 0 No Message
4TH B14 253 487.5 UDCon20 392.99 UDCon26 0 UDCon26 0 No Message
4TH B14 253 487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message4TH B14 253 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
4TH B14 253 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B14 253 6150 UDCon19 321.34 UDCon26 0 UDCon26 0 No Message
4TH B14 253 6300 UDCon19 305.99 UDCon26 0 UDCon26 0 No Message
4TH B15 258 250 UDCon22 560.37 UDCon26 0 UDCon26 0 No Message
4TH B15 258 450 UDCon22 598.01 UDCon26 0 UDCon26 0 No Message
4TH B15 258 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 900 UDCon22 208.92 UDCon26 0 UDCon26 0 No Message
4TH B15 258 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
4TH B15 258 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B1 184 323 UDCon22 860.39 UDCon26 0 UDCon26 0 No Message
3RD B1 184 325 UDCon22 860.88 UDCon26 0 UDCon26 0 No Message
3RD B1 184 325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 650 UDCon22 437.85 UDCon26 0 UDCon26 0 No Message
3RD B1 184 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message3RD B1 184 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 4712.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B1 184 4712.5 UDCon21 630.41 UDCon26 0 UDCon26 0 No Message
3RD B1 184 4800 UDCon21 611.19 UDCon26 0 UDCon26 0 No Message
3RD B2 189 225 UDCon22 680.58 UDCon26 0 UDCon26 0 No Message
3RD B2 189 475 UDCon22 739.24 UDCon26 0 UDCon26 0 No Message
3RD B2 189 475 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B2 189 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B2 189 4325 UDCon21 738.9 UDCon26 0 UDCon26 0 No Message
3RD B2 189 4327 UDCon21 738.41 UDCon26 0 UDCon26 0 No Message
3RD B3 194 485.5 UDCon22 962.84 UDCon26 0 UDCon26 0 No Message
3RD B3 194 487.5 UDCon22 963.39 UDCon26 0 UDCon26 0 No Message
3RD B3 194 487.5 UDCon22 416.01 UDCon26 0 UDCon26 0 No Message
3RD B3 194 975 UDCon22 510.03 UDCon26 0 UDCon26 0 No Message
3RD B3 194 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 3750 UDCon21 469.79 UDCon26 0 UDCon26 0 No Message
3RD B3 194 4200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B3 194 4200 UDCon21 796.63 UDCon26 0 UDCon26 0 No Message
3RD B3 194 4202 UDCon21 796.15 UDCon26 0 UDCon26 0 No Message
3RD B4 199 348 UDCon19 640.8 UDCon26 0 UDCon26 0 No Message
3RD B4 199 350 UDCon19 641.37 UDCon26 0 UDCon26 0 No Message
3RD B4 199 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message3RD B4 199 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2025 UDCon19 435.44 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2466.7 UDCon19 473.52 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2908.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B4 199 2908.3 UDCon19 709.99 UDCon26 0 UDCon26 0 No Message
3RD B4 199 3200 UDCon19 643.95 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B5 204 150 UDCon20 753.27 UDCon26 0 UDCon26 0 No Message
3RD B5 204 458.3 UDCon20 824.65 UDCon26 0 UDCon26 0 No Message
3RD B5 204 458.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 916.7 UDCon20 427.55 UDCon26 0 UDCon26 0 No Message
3RD B5 204 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B5 204 7659.1 UDCon19 512.99 UDCon26 0 UDCon26 0 No Message
3RD B5 204 7900 UDCon19 470.59 UDCon26 0 UDCon26 0 No Message
3RD B6 209 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 500 UDCon22 445.81 UDCon26 0 UDCon26 0 No Message3RD B6 209 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B6 209 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B6 209 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 491.8 UDCon22 608.63 UDCon26 0 UDCon26 0 No Message
3RD B7 214 493.8 UDCon22 609.09 UDCon26 0 UDCon26 0 No Message
3RD B7 214 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B7 214 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 200 UDCon22 628.68 UDCon26 0 UDCon26 0 No Message
3RD B8 219 387.5 UDCon22 672.6 UDCon26 0 UDCon26 0 No Message
3RD B8 219 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message3RD B8 219 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
3RD B8 219 3310 UDCon21 680.1 UDCon26 0 UDCon26 0 No Message
3RD B8 219 3312 UDCon21 679.62 UDCon26 0 UDCon26 0 No Message
3RD B9 224 483.7 UDCon22 765.95 UDCon26 0 UDCon26 0 No Message
3RD B9 224 485.7 UDCon22 766.33 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B9 224 485.7 UDCon22 270.79 UDCon26 0 UDCon26 0 No Message
3RD B9 224 971.4 UDCon22 325.55 UDCon26 0 UDCon26 0 No Message
3RD B9 224 971.4 UDCon22 231.23 UDCon26 0 UDCon26 0 No Message
3RD B9 224 1457.1 UDCon22 290.2 U DCon26 0 UDCon26 0 No Message
3RD B9 224 1457.1 UDCon22 236.47 UDCon26 0 UDCon26 0 No Message
3RD B9 224 1942.9 UDCon22 222.54 UDCon26 0 UDCon26 0 No Message
3RD B9 224 1942.9 UDCon21 213.71 UDCon26 0 UDCon26 0 No Message
3RD B9 224 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B9 224 2428.6 UDCon21 298.64 UDCon26 0 UDCon26 0 No Message
3RD B9 224 2914.3 UDCon21 244.67 UDCon26 0 UDCon26 0 No Message
3RD B9 224 2914.3 UDCon21 843.12 UDCon26 0 UDCon26 0 No Message
3RD B9 224 2916.3 UDCon21 842.7 U DCon26 0 UDCon26 0 No Message
3RD B10 229 150 UDCon20 327.77 UDCon26 0 UDCon26 0 No Message
3RD B10 229 481.8 UDCon20 362.53 UDCon26 0 UDCon26 0 No Message
3RD B10 229 481.8 UDCon20 200.74 UDCon26 0 UDCon26 0 No Message
3RD B10 229 963.6 UDCon20 246.01 UDCon26 0 UDCon26 0 No Message
3RD B10 229 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B10 229 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message3RD B10 229 5700 UDCon19 275.84 UDCon26 0 UDCon26 0 No Message
3RD B10 229 6100 UDCon19 238.93 UDCon26 0 UDCon26 0 No Message
3RD B10 229 6100 UDCon19 540.69 UDCon26 0 UDCon26 0 No Message
3RD B10 229 6102 UDCon19 540.42 UDCon26 0 UDCon26 0 No Message
3RD B11 234 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 1925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 2875 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 3825 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B11 234 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B11 234 5300 UDCon19 525.06 UDCon26 0 UDCon26 0 No Message
3RD B11 234 5302 UDCon19 524.99 UDCon26 0 UDCon26 0 No Message
3RD B12 244 483.7 UDCon22 425.06 UDCon26 0 UDCon26 0 No Message
3RD B12 244 485.7 UDCon22 425.32 UDCon26 0 UDCon26 0 No Message
3RD B12 244 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 2914.3 UDCon21 230.07 UDCon26 0 UDCon26 0 No Message
3RD B12 244 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B12 244 3400 UDCon21 241.79 UDCon26 0 UDCon26 0 No Message
3RD B12 244 3725 UDCon21 208.41 UDCon26 0 UDCon26 0 No Message
3RD B12 244 3725 UDCon21 442.57 UDCon26 0 UDCon26 0 No Message
3RD B12 244 3850 UDCon21 425.98 UDCon26 0 UDCon26 0 No Message
3RD B13 249 100 UDCon22 272.56 UDCon26 0 UDCon26 0 No Message
3RD B13 249 450 UDCon22 316 UDCon26 0 UDCon26 0 No Message
3RD B13 249 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B13 249 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message3RD B13 249 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 485.5 UDCon20 433.6 U DCon26 0 UDCon26 0 No Message
3RD B14 254 487.5 UDCon20 433.85 UDCon26 0 UDCon26 0 No Message
3RD B14 254 487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
3RD B14 254 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B14 254 6150 UDCon19 372.36 UDCon26 0 UDCon26 0 No Message
3RD B14 254 6300 UDCon19 355.97 UDCon26 0 UDCon26 0 No Message
3RD B15 259 250 UDCon22 642.93 UDCon26 0 UDCon26 0 No Message
3RD B15 259 450 UDCon22 682.55 UDCon26 0 UDCon26 0 No Message
3RD B15 259 450 UDCon22 205.1 UDCon26 0 UDCon26 0 No Message
3RD B15 259 900 UDCon22 262.52 UDCon26 0 UDCon26 0 No Message
3RD B15 259 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message3RD B15 259 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
3RD B15 259 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B1 185 323 UDCon22 901.39 UDCon26 0 UDCon26 0 No Message
2ND B1 185 325 UDCon22 901.89 UDCon26 0 UDCon26 0 No Message
2ND B1 185 325 UDCon22 404.33 UDCon26 0 UDCon26 0 No Message
2ND B1 185 650 UDCon22 460.4 UDCon26 0 UDCon26 0 No Message
2ND B1 185 650 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 1091.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B1 185 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 1533.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 4712.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B1 185 4712.5 UDCon21 668.98 UDCon26 0 UDCon26 0 No Message
2ND B1 185 4800 UDCon21 649.48 UDCon26 0 UDCon26 0 No Message
2ND B2 190 225 UDCon22 714.08 UDCon26 0 UDCon26 0 No Message
2ND B2 190 475 UDCon22 773.44 UDCon26 0 UDCon26 0 No Message
2ND B2 190 475 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B2 190 4325 UDCon21 783.2 UDCon26 0 UDCon26 0 No Message2ND B2 190 4327 UDCon21 782.7 UDCon26 0 UDCon26 0 No Message
2ND B3 195 485.5 UDCon22 1026.67 UDCon26 0 UDCon26 0 No Message
2ND B3 195 487.5 UDCon22 1027.22 UDCon26 0 UDCon26 0 No Message
2ND B3 195 487.5 UDCon22 452.08 UDCon26 0 UDCon26 0 No Message
2ND B3 195 975 UDCon22 547.56 UDCon26 0 UDCon26 0 No Message
2ND B3 195 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 1462.5 UDCon22 428.32 UDCon26 0 UDCon26 0 No Message
2ND B3 195 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B3 195 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B3 195 3750 UDCon21 508.95 UDCon26 0 UDCon26 0 No Message
2ND B3 195 4200 UDCon21 425.51 UDCon26 0 UDCon26 0 No Message
2ND B3 195 4200 UDCon21 855.63 UDCon26 0 UDCon26 0 No Message
2ND B3 195 4202 UDCon21 855.13 UDCon26 0 UDCon26 0 No Message
2ND B4 200 348 UDCon19 700.29 UDCon26 0 UDCon26 0 No Message
2ND B4 200 350 UDCon19 700.88 UDCon26 0 UDCon26 0 No Message
2ND B4 200 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 700 UDCon19 400.01 UDCon26 0 UDCon26 0 No Message
2ND B4 200 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2025 UDCon19 402.76 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2025 UDCon19 464.9 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2466.7 UDCon19 500.02 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2908.3 UDCon19 406.37 UDCon26 0 UDCon26 0 No Message
2ND B4 200 2908.3 UDCon19 742.33 UDCon26 0 UDCon26 0 No Message
2ND B4 200 3200 UDCon19 675.21 UDCon26 0 UDCon26 0 No Message
2ND B5 205 150 UDCon20 755.9 UDCon26 0 UDCon26 0 No Message
2ND B5 205 458.3 UDCon20 827.45 UDCon26 0 UDCon26 0 No Message
2ND B5 205 458.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 916.7 UDCon20 426.77 UDCon26 0 UDCon26 0 No Message
2ND B5 205 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message2ND B5 205 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B5 205 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B5 205 7659.1 UDCon19 518.4 U DCon26 0 UDCon26 0 No Message
2ND B5 205 7900 UDCon19 475.87 UDCon26 0 UDCon26 0 No Message
2ND B6 210 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 500 UDCon22 425.68 UDCon26 0 UDCon26 0 No Message
2ND B6 210 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B6 210 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 491.8 UDCon22 560.35 UDCon26 0 UDCon26 0 No Message2ND B7 215 493.8 UDCon22 560.81 UDCon26 0 UDCon26 0 No Message
2ND B7 215 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B7 215 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B7 215 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 200 UDCon22 578.56 UDCon26 0 UDCon26 0 No Message
2ND B8 220 387.5 UDCon22 621.54 UDCon26 0 UDCon26 0 No Message
2ND B8 220 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
2ND B8 220 3310 UDCon21 650.72 UDCon26 0 UDCon26 0 No Message
2ND B8 220 3312 UDCon21 650.24 UDCon26 0 UDCon26 0 No Message
2ND B9 225 483.7 UDCon22 840.18 UDCon26 0 UDCon26 0 No Message
2ND B9 225 485.7 UDCon22 840.57 UDCon26 0 UDCon26 0 No Message
2ND B9 225 485.7 UDCon22 301.22 UDCon26 0 UDCon26 0 No Message
2ND B9 225 971.4 UDCon22 357.64 UDCon26 0 UDCon26 0 No Message
2ND B9 225 971.4 UDCon22 257.99 UDCon26 0 UDCon26 0 No Message
2ND B9 225 1457.1 UDCon22 323.83 UDCon26 0 UDCon26 0 No Message
2ND B9 225 1457.1 UDCon22 268.93 UDCon26 0 UDCon26 0 No Message
2ND B9 225 1942.9 UDCon22 251.41 UDCon26 0 UDCon26 0 No Message
2ND B9 225 1942.9 UDCon21 253.24 UDCon26 0 UDCon26 0 No Message
2ND B9 225 2428.6 UDCon21 207.81 UDCon26 0 UDCon26 0 No Message
2ND B9 225 2428.6 UDCon21 336.32 UDCon26 0 UDCon26 0 No Message
2ND B9 225 2914.3 UDCon21 280.3 U DCon26 0 UDCon26 0 No Message
2ND B9 225 2914.3 UDCon21 931.06 UDCon26 0 UDCon26 0 No Message2ND B9 225 2916.3 UDCon21 930.62 UDCon26 0 UDCon26 0 No Message
2ND B10 230 150 UDCon20 342.9 UDCon26 0 UDCon26 0 No Message
2ND B10 230 481.8 UDCon20 378.42 UDCon26 0 UDCon26 0 No Message
2ND B10 230 481.8 UDCon20 205.19 UDCon26 0 UDCon26 0 No Message
2ND B10 230 963.6 UDCon20 250.56 UDCon26 0 UDCon26 0 No Message
2ND B10 230 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B10 230 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B10 230 5700 UDCon19 278.64 UDCon26 0 UDCon26 0 No Message
2ND B10 230 6100 UDCon19 241.67 UDCon26 0 UDCon26 0 No Message
2ND B10 230 6100 UDCon19 546.3 UDCon26 0 UDCon26 0 No Message
2ND B10 230 6102 UDCon19 546.03 UDCon26 0 UDCon26 0 No Message
2ND B11 235 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 1925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 2875 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 3825 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B11 235 5300 UDCon19 535.61 UDCon26 0 UDCon26 0 No Message
2ND B11 235 5302 UDCon19 535.53 UDCon26 0 UDCon26 0 No Message
2ND B12 245 483.7 UDCon22 383.8 U DCon26 0 UDCon26 0 No Message
2ND B12 245 485.7 UDCon22 384.05 UDCon26 0 UDCon26 0 No Message
2ND B12 245 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message2ND B12 245 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 2914.3 UDCon21 213.59 UDCon26 0 UDCon26 0 No Message
2ND B12 245 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B12 245 3400 UDCon21 229.22 UDCon26 0 UDCon26 0 No Message
2ND B12 245 3725 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
2ND B12 245 3725 UDCon21 420.65 UDCon26 0 UDCon26 0 No Message
2ND B12 245 3850 UDCon21 404.31 UDCon26 0 UDCon26 0 No Message
2ND B13 250 100 UDCon22 288.69 UDCon26 0 UDCon26 0 No Message
2ND B13 250 450 UDCon22 332.88 UDCon26 0 UDCon26 0 No Message
2ND B13 250 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 900 UDCon22 207.2 UDCon26 0 UDCon26 0 No Message
2ND B13 250 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B13 250 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 485.5 UDCon20 437.84 UDCon26 0 UDCon26 0 No Message
2ND B14 255 487.5 UDCon20 438.1 U DCon26 0 UDCon26 0 No Message
2ND B14 255 487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message2ND B14 255 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
2ND B14 255 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B2 191 1425 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 1900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 2375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B2 191 4325 UDCon21 660.65 UDCon26 0 UDCon26 0 No Message
1ST B2 191 4327 UDCon21 660.18 UDCon26 0 UDCon26 0 No Message
1ST B3 196 485.5 UDCon22 867.71 UDCon26 0 UDCon26 0 No Message
1ST B3 196 487.5 UDCon22 868.23 UDCon26 0 UDCon26 0 No Message
1ST B3 196 487.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 975 UDCon22 457.03 UDCon26 0 UDCon26 0 No Message
1ST B3 196 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 1462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 1950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 2850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 3300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 3750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 3750 UDCon21 429.54 UDCon26 0 UDCon26 0 No Message
1ST B3 196 4200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B3 196 4200 UDCon21 731.23 UDCon26 0 UDCon26 0 No Message
1ST B3 196 4202 UDCon21 730.76 UDCon26 0 UDCon26 0 No Message
1ST B4 201 348 UDCon19 559.68 UDCon26 0 UDCon26 0 No Message
1ST B4 201 350 UDCon19 560.24 UDCon26 0 UDCon26 0 No Message1ST B4 201 350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 700 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 1141.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 1583.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 2466.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B4 201 2908.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B4 201 2908.3 UDCon19 609.01 UDCon26 0 UDCon26 0 No Message
1ST B4 201 3200 UDCon19 547.39 UDCon26 0 UDCon26 0 No Message
1ST B5 206 150 UDCon20 673.36 UDCon26 0 UDCon26 0 No Message
1ST B5 206 458.3 UDCon20 742.21 UDCon26 0 UDCon26 0 No Message
1ST B5 206 458.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 916.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 1375 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 1833.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 2291.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 2750 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 3240.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 3731.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 4222.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 4713.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 5204.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 5695.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 6186.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 6677.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 7168.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 7659.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B5 206 7659.1 UDCon19 475.61 UDCon26 0 UDCon26 0 No Message
1ST B5 206 7900 UDCon19 433.68 UDCon26 0 UDCon26 0 No Message1ST B6 211 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 1000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 1500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 2500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B6 211 3000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 3450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 3900 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 4350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 5250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B6 211 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 491.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 493.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 1481.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 2468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 2962.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 3456.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B7 216 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 775 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message1ST B8 221 1162.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 1550 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 1990 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 2430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 2870 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 3310 UDCon26 400 UDCon26 0 UDCon26 0 No Message
1ST B8 221 3310 UDCon21 433.42 UDCon26 0 UDCon26 0 No Message
1ST B8 221 3312 UDCon21 433.01 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B9 226 483.7 UDCon22 679.09 UDCon26 0 UDCon26 0 No Message
1ST B9 226 485.7 UDCon22 679.45 UDCon26 0 UDCon26 0 No Message
1ST B9 226 485.7 UDCon22 241.98 UDCon26 0 UDCon26 0 No Message
1ST B9 226 971.4 UDCon22 295.33 UDCon26 0 UDCon26 0 No Message
1ST B9 226 971.4 UDCon22 205.3 UDCon26 0 UDCon26 0 No Message
1ST B9 226 1457.1 UDCon22 255.7 U DCon26 0 UDCon26 0 No Message
1ST B9 226 1457.1 UDCon22 200.98 UDCon26 0 UDCon26 0 No Message
1ST B9 226 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B9 226 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B9 226 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B9 226 2428.6 UDCon21 281.57 UDCon26 0 UDCon26 0 No Message
1ST B9 226 2914.3 UDCon21 228.95 UDCon26 0 UDCon26 0 No Message
1ST B9 226 2914.3 UDCon21 802.46 UDCon26 0 UDCon26 0 No Message
1ST B9 226 2916.3 UDCon21 802.04 UDCon26 0 UDCon26 0 No Message
1ST B10 231 150 UDCon20 312.92 UDCon26 0 UDCon26 0 No Message
1ST B10 231 481.8 UDCon20 348.06 UDCon26 0 UDCon26 0 No Message
1ST B10 231 481.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 963.6 UDCon20 229.93 UDCon26 0 UDCon26 0 No Message
1ST B10 231 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 1445.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 1927.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 2409.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 2890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 3372.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 3854.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 4336.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 4818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message1ST B10 231 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B10 231 5700 UDCon19 256.51 UDCon26 0 UDCon26 0 No Message
1ST B10 231 6100 UDCon19 219.89 UDCon26 0 UDCon26 0 No Message
1ST B10 231 6100 UDCon19 497.21 UDCon26 0 UDCon26 0 No Message
1ST B10 231 6102 UDCon19 496.94 UDCon26 0 UDCon26 0 No Message
1ST B11 236 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 1925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 2875 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B11 236 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 3825 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B11 236 5300 UDCon19 462.02 UDCon26 0 UDCon26 0 No Message
1ST B11 236 5302 UDCon19 461.96 UDCon26 0 UDCon26 0 No Message
1ST B12 246 483.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 485.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 1942.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 2428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 2914.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 3725 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B12 246 3725 UDCon21 291.1 UDCon26 0 UDCon26 0 No Message
1ST B12 246 3850 UDCon21 276.36 UDCon26 0 UDCon26 0 No Message
1ST B13 251 100 UDCon22 230.51 UDCon26 0 UDCon26 0 No Message
1ST B13 251 450 UDCon22 271.42 UDCon26 0 UDCon26 0 No Message
1ST B13 251 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message1ST B13 251 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B13 251 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 485.5 UDCon20 323.48 UDCon26 0 UDCon26 0 No Message
1ST B14 256 487.5 UDCon20 323.71 UDCon26 0 UDCon26 0 No Message
1ST B14 256 487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 1462.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 1950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
1ST B14 256 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 2437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 3412.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 3900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4155.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4439.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5180 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5620 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 5800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 6060 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 6150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B14 256 6150 UDCon19 283.05 UDCon26 0 UDCon26 0 No Message
1ST B14 256 6300 UDCon19 268.44 UDCon26 0 UDCon26 0 No Message
1ST B15 261 250 UDCon22 492.74 UDCon26 0 UDCon26 0 No Message
1ST B15 261 450 UDCon22 528.12 UDCon26 0 UDCon26 0 No Message
1ST B15 261 450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 900 UDCon26 200 UDCon26 0 UDCon26 0 No Message1ST B15 261 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 1350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 1800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 2250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
1ST B15 261 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B1 50 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 991.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 1483.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 1975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B1 50 2460 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 2945 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 3430 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 3915 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 4400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B1 50 4800 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 225 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 667.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 1110.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 1553.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 1996.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 2439.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 2882.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 3325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B2 57 4325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 956.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 1412.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 1868.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 2325 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 2781.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 3237.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 3693.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B3 64 4150 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B4 71 500 UDCon20 588.27 UDCon26 0 UDCon26 0 No Message
TIES B4 71 700 UDCon20 654.33 UDCon26 0 UDCon26 0 No Message
TIES B4 71 700 UDCon20 510.99 UDCon26 0 UDCon26 0 No Message
TIES B4 71 1200 UDCon20 611.2 UDCon26 0 UDCon26 0 No Message
TIES B4 71 1700 UDCon20 592.89 UDCon26 0 UDCon26 0 No Message
TIES B4 71 2200 UDCon20 574.59 UDCon26 0 UDCon26 0 No Message
TIES B4 71 2700 UDCon20 523.61 UDCon26 0 UDCon26 0 No Message
TIES B4 71 3200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 100 UDCon26 400 UDCon26 0 UDCon26 0 No MessageTIES B6 85 586.4 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 1072.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 1559.1 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 2045.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 2531.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 3018.2 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 3504.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 3990.9 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 4477.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 4963.6 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B6 85 5450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B7 92 975 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 1450 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 1925 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 2400 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 2875 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 3350 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 3825 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B7 92 4300 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 200 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 500 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 958.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 1416.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 1875 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 2333.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 2791.7 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B8 99 3250 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B9 100 500 UDCon22 282.74 UDCon26 0 UDCon26 0 No Message
TIES B9 100 980 UDCon22 283.25 UDCon26 0 UDCon26 0 No Message
TIES B9 100 1460 UDCon22 274.52 UDCon26 0 UDCon26 0 No Message
TIES B9 100 1940 UDCon26 219.11 UDCon26 0 UDCon26 0 No Message
TIES B9 100 2420 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B9 100 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 637.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 1125 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 1612.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 2100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 2587.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 3075 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 3562.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 4050 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 4537.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 5025 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 5512.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B10 101 6000 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B11 102 500 UDCon20 284.48 UDCon26 0 UDCon26 0 No Message
TIES B11 102 980 UDCon20 291.67 UDCon26 0 UDCon26 0 No Message
TIES B11 102 1460 UDCon20 307.7 UDCon26 0 UDCon26 0 No Message
TIES B11 102 1940 UDCon20 246.65 UDCon26 0 UDCon26 0 No Message
TIES B11 102 2420 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 2900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 3380 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 3860 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 4340 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 4820 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B11 102 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B12 103 978.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 1457.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 1935.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 2414.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 2892.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 3371.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B12 103 3850 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 1100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 1600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 2100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B13 104 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 920.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 1340.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 1760.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 2180.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 2600.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 2600.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 2967.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 3333.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 3700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 3700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 4200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 4700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 5200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 5700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 6000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B14 105 6300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B15 106 250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B15 106 740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B15 106 1230 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B15 106 1720 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B15 106 2210 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B15 106 2700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B20 78 150 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 612.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 1075 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 1537.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 2000 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 2462.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 2925 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 3387.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B20 78 3850 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 100 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 581.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B21 113 1062.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 1543.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 2025 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 2506.3 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 2987.5 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 3468.8 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B21 113 3950 UDCon26 400 UDCon26 0 UDCon26 0 No Message
TIES B22 120 100.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 545.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 990.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 1435.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 1880 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 2324.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 2769.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 3214.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 3659.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B22 120 4103.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 467.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 934.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 1401.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 1868.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 2335.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 2802.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 3270 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B23 141 3737.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 105.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 565.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 1025.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 1485.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 1944.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 2404.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 2864.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B24 169 3324.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B25 237 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B25 237 600 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B25 237 1100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 1100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 1600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 2100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 2600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 3100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 3600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 4100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B26 238 4600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B27 239 570 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 1040 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 1510 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 1980 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 2450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 2920 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 3390 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 3860 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 4330 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B27 239 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 500 UDCon22 243.8 UDCon26 0 UDCon26 0 No Message
TIES B28 240 966.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 1433.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 1900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 2366.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 2833.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B28 240 3300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B29 241 100 UDCon22 558.46 UDCon26 0 UDCon26 0 No Message
TIES B29 241 450 UDCon22 513.95 UDCon26 0 UDCon26 0 No Message
TIES B29 241 800 UDCon22 469.43 UDCon26 0 UDCon26 0 No Message
TIES B29 241 1150 UDCon22 326.24 UDCon26 0 UDCon26 0 No Message
TIES B29 241 1150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B29 241 1450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B29 241 1750 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 570 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 1040 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 1510 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 1980 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 2450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 2920 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 3390 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 3860 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 4330 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B30 262 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 0 UDCon20 283.4 UDCon26 0 UDCon26 0 No MessageTIES B31 263 480 UDCon20 260.03 UDCon26 0 UDCon26 0 No Message
TIES B31 263 960 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 1440 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 1920 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 2880 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 3360 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 3840 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B31 263 4320 UDCon20 229.05 UDCon26 0 UDCon26 0 No Message
TIES B31 263 4800 UDCon20 273.29 UDCon26 0 UDCon26 0 No Message
TIES B32 264 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B32 264 540 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B32 264 980 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B32 264 1420 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B32 264 1860 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B32 264 2300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 100 UDCon20 225.3 UDCon26 0 UDCon26 0 No Message
TIES B33 265 585.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 1071.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 1557.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 2042.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 2528.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 3014.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B33 265 3500 UDCon20 211.64 UDCon26 0 UDCon26 0 No Message
TIES B34 266 0 UDCon20 245.9 UDCon26 0 UDCon26 0 No Message
TIES B34 266 440 UDCon20 333.34 UDCon26 0 UDCon26 0 No Message
TIES B34 266 880 UDCon20 351.12 UDCon26 0 UDCon26 0 No Message
TIES B34 266 1320 UDCon20 343.06 UDCon26 0 UDCon26 0 No Message
TIES B34 266 1760 UDCon20 275.53 UDCon26 0 UDCon26 0 No Message
TIES B34 266 2200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 1000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 1000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 1487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B35 267 1975 UDCon19 257.12 UDCon26 0 UDCon26 0 No Message
TIES B35 267 2462.5 UDCon19 319.12 UDCon26 0 UDCon26 0 No Message
TIES B35 267 2950 UDCon19 381.13 UDCon26 0 UDCon26 0 No Message
TIES B36 268 250 UDCon20 224.67 UDCon26 0 UDCon26 0 No Message
TIES B36 268 725 UDCon20 219.23 UDCon26 0 UDCon26 0 No Message
TIES B36 268 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 1655.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 2111.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 2566.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 3022.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 3477.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 3933.3 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B36 268 4388.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 4844.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B36 268 5300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 200 UDCon22 281.06 UDCon26 0 UDCon26 0 No Message
TIES B37 269 500 UDCon22 290.2 UDCon26 0 UDCon26 0 No Message
TIES B37 269 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 964.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 1428.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 1892.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 2357.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 2821.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B37 269 3285.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B37 269 3750 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 1400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 1850 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 2300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 2750 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 3200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B38 270 3650 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 712.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 1175 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 1637.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 2100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 2562.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 3025 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 3487.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B39 271 3950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 466.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 933.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 1400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 1866.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 2333.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 2800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 3266.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 3733.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B40 272 4200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 440 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 880 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 1320 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 1760 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B41 273 2200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 963.6 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B42 274 1427.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 1890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 2354.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 2818.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 3281.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 3745.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 4209.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 4672.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 5136.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B42 274 5600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 672.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B43 275 1144.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 1616.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 2088.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 2561.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 3033.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 3505.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 3977.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B43 275 4450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 480 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 960 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 1440 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 1920 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 2840 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 3280 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 3720 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 4160 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B44 276 4600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 225 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 645 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 1065 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 1485 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 1905 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B45 277 2325 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 1270 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 1740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 2210 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 2680 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B46 278 3150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 0 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B47 279 480 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 960 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 1440 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 1920 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 2400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 2880 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 3360 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 3840 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 4320 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B47 279 4800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 500 UDCon20 237.69 UDCon26 0 UDCon26 0 No Message
TIES B48 280 850 UDCon20 235.4 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B48 280 1200 UDCon20 244.78 UDCon26 0 UDCon26 0 No Message
TIES B48 280 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 1633.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 2066.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 2500.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 2933.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 3367.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 3800.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B48 280 3800.7 UDCon19 281.09 UDCon26 0 UDCon26 0 No Message
TIES B48 280 4200.4 UDCon19 291.5 UDCon26 0 UDCon26 0 No Message
TIES B48 280 4600 UDCon19 285.86 UDCon26 0 UDCon26 0 No Message
TIES B49 281 0 UDCon21 366.53 UDCon26 0 UDCon26 0 No Message
TIES B49 281 457.1 UDCon21 373.13 UDCon26 0 UDCon26 0 No Message
TIES B49 281 914.3 UDCon21 446.96 UDCon26 0 UDCon26 0 No Message
TIES B49 281 1371.4 UDCon21 391.17 UDCon26 0 UDCon26 0 No Message
TIES B49 281 1828.6 UDCon21 333.03 UDCon26 0 UDCon26 0 No Message
TIES B49 281 2285.7 UDCon21 274.88 UDCon26 0 UDCon26 0 No Message
TIES B49 281 2742.9 UDCon21 214.38 UDCon26 0 UDCon26 0 No Message
TIES B49 281 3200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 3200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 3600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 4000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 4400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 4400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B49 281 4858.3 UDCon21 237.84 UDCon26 0 UDCon26 0 No Message
TIES B49 281 5316.7 UDCon21 375.12 UDCon26 0 UDCon26 0 No Message
TIES B49 281 5775 UDCon21 434.94 UDCon26 0 UDCon26 0 No Message
TIES B49 281 6233.3 UDCon21 491.72 UDCon26 0 UDCon26 0 No Message
TIES B49 281 6691.7 UDCon21 427.86 UDCon26 0 UDCon26 0 No Message
TIES B49 281 7150 UDCon21 419.62 UDCon26 0 UDCon26 0 No Message
TIES B50 282 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 442.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 885.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 1328.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 1771.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 2214.3 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B50 282 2657.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B50 282 3100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 441.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 883.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 1325 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 1766.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 2208.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 2650 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 2650 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 2925 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 3200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B51 283 3200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 3625 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 4050 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 4475 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B51 283 4900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 850 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 1662.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 2125 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 2587.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 3050 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 3512.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 3975 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 4437.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B52 284 4900 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 250 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 1150 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 1600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 2050 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 2500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 2950 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 3400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 3850 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B53 285 4300 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 442.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 885.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 1328.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 1771.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 2214.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 2657.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B54 286 3100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 0 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B55 287 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 1000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 1500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 2000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 2500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 3000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 3500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 4000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 4500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 5000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B55 287 5500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B56 288 472.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 945.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 1418.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 1890.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 2363.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 2836.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 3309.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 3781.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 4254.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 4727.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B56 288 5200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 104.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 587.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 1070.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 1553.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 2037.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 2520.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 3003.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 3486.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B57 289 3970.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 479.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 958.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 1437.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 1916.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 2396 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 2875.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B58 290 3354.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 433.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 867.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 1300.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 1734.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 2167.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B59 291 2601.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 0 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B60 292 400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 800 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 1200 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 1600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 1600 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 2037.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 2475 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 2912.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B60 292 3350 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 100 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 400 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B61 293 700 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 1152.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 1604.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 2056.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 2509.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 2961.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 3413.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B61 293 3866.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 1000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 1500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 2000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 2500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 3000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 3500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 4000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 4500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 5000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 5500 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B62 294 6000 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 225 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 699.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 1174.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 1648.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 2123.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 2598 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 3072.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 3547.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 4021.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 4496.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B63 295 4971 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 150.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 638.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 1127.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 1615.6 UDCon26 200 UDCon26 0 UDCon26 0 No MessageTIES B64 296 2104.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 2592.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 3081.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 3569.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 4058.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 4546.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 5035.2 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 5523.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 6012.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B64 296 6500.8 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B65 297 225 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B65 297 660 UDCon26 200 UDCon26 0 UDCon26 0 No Message
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Table 6.10 - Concrete Beam Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
Station
mmV Combo
At
Shear
mm²/m
Torsion
Long
Combo
Al
Torsion
mm²
Torsion
Tran
Combo
At
Torsion
mm²/m
Warnings
TIES B65 297 1095.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B65 297 1530.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B65 297 1965.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B65 297 2400.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 467.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 935 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 1402.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 1870 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 2337.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 2805 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 3272.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 3740 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 4207.5 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B66 298 4675 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B67 299 100 UDCon20 280.8 UDCon26 0 UDCon26 0 No Message
TIES B67 299 466.7 UDCon20 330.58 UDCon26 0 UDCon26 0 No Message
TIES B67 299 833.3 UDCon20 358.7 UDCon26 0 UDCon26 0 No Message
TIES B67 299 1200 UDCon20 325.14 UDCon26 0 UDCon26 0 No Message
TIES B68 300 0 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 492.9 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 985.7 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 1478.6 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 1971.4 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 2464.3 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 2957.1 UDCon26 200 UDCon26 0 UDCon26 0 No Message
TIES B68 300 3450 UDCon26 200 UDCon26 0 UDCon26 0 No Message
Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 1 of 2)
Story LabelUnique
Name
Design
SectionStatus
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
TOP C18 127 C20X100 Joint check not done.
TOP C19 134 C40X50 Joint check not done.
TOP C21 148 C20X100 Joint check not done.
TOP C22 155 C20X100 Joint check not done.
ROOF C1 2 C20X100 Joint check not done.
ROOF C2 9 C20X100 Joint check not done.
ROOF C3 16 C20X100 Joint check not done.
ROOF C4 23 C20X100 Joint check not done.
ROOF C5 30 C20X100 Joint check not done.
ROOF C6 37 C20X100 Joint check not done.
ROOF C7 44 C40X50 Joint check not done.
ROOF C8 51 C40X50 Joint check not done.
ROOF C9 58 C45X45 Joint check not done.
ROOF C10 65 C45X45 Joint check not done.
ROOF C11 72 C50X50 Joint check not done.
ROOF C12 79 C20X100 Joint check not done.
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Design Data 19-Jun-2016
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Design
SectionStatus
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
ROOF C13 86 C20X100 Joint check not done.
ROOF C14 93 C20X100 Joint check not done.
ROOF C15 114 C20X100 Joint check not done.
ROOF C16 107 C20X100 Joint check not done.
ROOF C17 121 C30X100 Joint check not done.
ROOF C18 128 C20X100 Joint check not done.
ROOF C19 135 C40X50 Joint check not done.
ROOF C20 142 C30X100 Joint check not done.
ROOF C21 149 C20X100 Joint check not done.
ROOF C22 156 C20X100 Joint check not done.
ROOF C23 163 C30X100 Joint check not done.
ROOF C24 170 C50X50 Joint check not done.
4TH C1 3 C20X100 Joint check not done.
4TH C2 10 C20X100 Joint check not done.
4TH C3 17 C20X100 Joint check not done.
4TH C4 24 C20X100 Joint check not done.
4TH C5 31 C20X100 Joint check not done.
4TH C6 38 C20X100 Joint check not done.
4TH C7 45 C40X50 Joint check not done.
4TH C8 52 C40X50 Joint check not done.
4TH C9 59 C45X45 Joint check not done.
4TH C10 66 C45X45 Joint check not done.
4TH C11 73 C50X50 Joint check not done.
4TH C12 80 C20X100 Joint check not done.
4TH C13 87 C20X100 Joint check not done.
4TH C14 94 C20X100 Joint check not done.
4TH C15 115 C20X100 Joint check not done.
4TH C16 108 C20X100 Joint check not done.
4TH C17 122 C30X100 Joint check not done.
4TH C18 129 C20X100 Joint check not done.
4TH C19 136 C40X50 Joint check not done.
4TH C20 143 C30X100 Joint check not done.
4TH C21 150 C20X100 Joint check not done.
4TH C22 157 C20X100 Joint check not done.
4TH C23 164 C30X100 Joint check not done.
4TH C24 171 C50X50 Joint check not done.3RD C1 4 C20X100 Joint check not done.
3RD C2 11 C20X100 Joint check not done.
3RD C3 18 C20X100 Joint check not done.
3RD C4 25 C20X100 Joint check not done.
3RD C5 32 C20X100 Joint check not done.
3RD C6 39 C20X100 Joint check not done.
3RD C7 46 C40X50 Joint check not done.
3RD C8 53 C40X50 Joint check not done.
3RD C9 60 C45X45 Joint check not done.
3RD C10 67 C45X45 Joint check not done.
3RD C11 74 C50X50 Joint check not done.
3RD C12 81 C20X100 Joint check not done.
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Design
SectionStatus
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
3RD C13 88 C20X100 Joint check not done.
3RD C14 95 C20X100 Joint check not done.
3RD C15 116 C20X100 Joint check not done.
3RD C16 109 C20X100 Joint check not done.
3RD C17 123 C30X100 Joint check not done.
3RD C18 130 C20X100 Joint check not done.
3RD C19 137 C40X50 Joint check not done.
3RD C20 144 C30X100 Joint check not done.
3RD C21 151 C20X100 Joint check not done.
3RD C22 158 C20X100 Joint check not done.
3RD C23 165 C30X100 Joint check not done.
3RD C24 172 C50X50 Joint check not done.
2ND C1 5 C20X100 Joint check not done.
2ND C2 12 C20X100 Joint check not done.
2ND C3 19 C20X100 Joint check not done.
2ND C4 26 C20X100 Joint check not done.
2ND C5 33 C20X100 Joint check not done.
2ND C6 40 C20X100 Joint check not done.
2ND C7 47 C40X50 Joint check not done.
2ND C8 54 C40X50 Joint check not done.
2ND C9 61 C45X45 Joint check not done.
2ND C10 68 C45X45 Joint check not done.
2ND C11 75 C50X50 Joint check not done.
2ND C12 82 C20X100 Joint check not done.
2ND C13 89 C20X100 Joint check not done.
2ND C14 96 C20X100 Joint check not done.
2ND C15 117 C20X100 Joint check not done.
2ND C16 110 C20X100 Joint check not done.
2ND C17 124 C30X100 Joint check not done.
2ND C18 131 C20X100 Joint check not done.
2ND C19 138 C40X50 Joint check not done.
2ND C20 145 C30X100 Joint check not done.
2ND C21 152 C20X100 Joint check not done.
2ND C22 159 C20X100 Joint check not done.
2ND C23 166 C30X100 Joint check not done.
2ND C24 173 C50X50 Joint check not done.1ST C1 6 C20X100 Joint check not done.
1ST C2 13 C20X100 Joint check not done.
1ST C3 20 C20X100 Joint check not done.
1ST C4 27 C20X100 Joint check not done.
1ST C5 34 C20X100 Joint check not done.
1ST C6 41 C20X100 Joint check not done.
1ST C7 48 C40X50 Joint check not done.
1ST C8 55 C40X50 Joint check not done.
1ST C9 62 C45X45 Joint check not done.
1ST C10 69 C45X45 Joint check not done.
1ST C11 76 C50X50 Joint check not done.
1ST C12 83 C20X100 Joint check not done.
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Design Data 19-Jun-2016
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 1 of 2, continued)
Story LabelUnique
Name
Design
SectionStatus
B/C
Major
Combo
B/C
Major
Ratio
B/C
Minor
Combo
B/C
Minor
Ratio
1ST C13 90 C20X100 Joint check not done.
1ST C14 97 C20X100 Joint check not done.
1ST C15 118 C20X100 Joint check not done.
1ST C16 111 C20X100 Joint check not done.
1ST C17 125 C30X100 Joint check not done.
1ST C18 132 C20X100 Joint check not done.
1ST C19 139 C40X50 Joint check not done.
1ST C20 146 C30X100 Joint check not done.
1ST C21 153 C20X100 Joint check not done.
1ST C22 160 C20X100 Joint check not done.
1ST C23 167 C30X100 Joint check not done.
1ST C24 174 C50X50 Joint check not done.
TIES C1 7 C20X100 Joint check not done.
TIES C2 14 C20X100 Joint check not done.
TIES C3 21 C20X100 Joint check not done.
TIES C4 28 C20X100 Joint check not done.
TIES C5 35 C20X100 Joint check not done.
TIES C6 42 C20X100 Joint check not done.
TIES C7 49 C40X50 Joint check not done.
TIES C8 56 C40X50 Joint check not done.
TIES C9 63 C45X45 Joint check not done.
TIES C10 70 C45X45 Joint check not done.
TIES C11 77 C50X50 Joint check not done.
TIES C12 84 C20X100 Joint check not done.
TIES C13 91 C20X100 Joint check not done.
TIES C14 98 C20X100 Joint check not done.
TIES C15 119 C20X100 Joint check not done.
TIES C16 112 C20X100 Joint check not done.
TIES C17 126 C30X100 Joint check not done.
TIES C18 133 C20X100 Joint check not done.
TIES C19 140 C40X50 Joint check not done.
TIES C20 147 C30X100 Joint check not done.
TIES C21 154 C20X100 Joint check not done.
TIES C22 161 C20X100 Joint check not done.
TIES C23 168 C30X100 Joint check not done.
TIES C24 175 C50X50 Joint check not done.TIES C25 176 NC20X20 Joint check not done.
TIES C26 177 NC20X20 Joint check not done.
TIES C27 178 NC20X20 Joint check not done.
TIES C28 179 NC20X20 Joint check not done.
TIES C29 180 NC20X20 Joint check not done.
TIES C30 181 NC20X40 Joint check not done.
TIES C31 162 NC20X40 Joint check not done.
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Design Data 19-Jun-2016
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 2 of 2)
Story LabelUnique
Name
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
Warnings Errors
TOP C18 127 No Message No Message
TOP C19 134 No Message No MessageTOP C21 148 No Message No Message
TOP C22 155 No Message No Message
ROOF C1 2 No Message No Message
ROOF C2 9 No Message No Message
ROOF C3 16 No Message No Message
ROOF C4 23 No Message No Message
ROOF C5 30 No Message No Message
ROOF C6 37 No Message No Message
ROOF C7 44 No Message No Message
ROOF C8 51 No Message No Message
ROOF C9 58 No Message No Message
ROOF C10 65 No Message No Message
ROOF C11 72 No Message No Message
ROOF C12 79 No Message No Message
ROOF C13 86 No Message No Message
ROOF C14 93 No Message No Message
ROOF C15 114 No Message No Message
ROOF C16 107 No Message No Message
ROOF C17 121 No Message No Message
ROOF C18 128 No Message No Message
ROOF C19 135 No Message No Message
ROOF C20 142 No Message No Message
ROOF C21 149 No Message No MessageROOF C22 156 No Message No Message
ROOF C23 163 No Message No Message
ROOF C24 170 No Message No Message
4TH C1 3 No Message No Message
4TH C2 10 No Message No Message
4TH C3 17 No Message No Message
4TH C4 24 No Message No Message
4TH C5 31 No Message No Message
4TH C6 38 No Message No Message
4TH C7 45 No Message No Message
4TH C8 52 No Message No Message
4TH C9 59 No Message No Message
4TH C10 66 No Message No Message
4TH C11 73 No Message No Message
4TH C12 80 No Message No Message
4TH C13 87 No Message No Message
4TH C14 94 No Message No Message
4TH C15 115 No Message No Message
4TH C16 108 No Message No Message
4TH C17 122 No Message No Message
4TH C18 129 No Message No Message
4TH C19 136 No Message No Message
4TH C20 143 No Message No Message
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
Warnings Errors
4TH C21 150 No Message No Message
4TH C22 157 No Message No Message
4TH C23 164 No Message No Message
4TH C24 171 No Message No Message
3RD C1 4 No Message No Message
3RD C2 11 No Message No Message
3RD C3 18 No Message No Message
3RD C4 25 No Message No Message
3RD C5 32 No Message No Message
3RD C6 39 No Message No Message
3RD C7 46 No Message No Message
3RD C8 53 No Message No Message
3RD C9 60 No Message No Message
3RD C10 67 No Message No Message
3RD C11 74 No Message No Message
3RD C12 81 No Message No Message
3RD C13 88 No Message No Message
3RD C14 95 No Message No Message
3RD C15 116 No Message No Message
3RD C16 109 No Message No Message
3RD C17 123 No Message No Message
3RD C18 130 No Message No Message
3RD C19 137 No Message No Message
3RD C20 144 No Message No Message
3RD C21 151 No Message No Message
3RD C22 158 No Message No Message
3RD C23 165 No Message No Message
3RD C24 172 No Message No Message
2ND C1 5 No Message No Message
2ND C2 12 No Message No Message
2ND C3 19 No Message No Message
2ND C4 26 No Message No Message
2ND C5 33 No Message No Message
2ND C6 40 No Message No Message
2ND C7 47 No Message No Message
2ND C8 54 No Message No Message2ND C9 61 No Message No Message
2ND C10 68 No Message No Message
2ND C11 75 No Message No Message
2ND C12 82 No Message No Message
2ND C13 89 No Message No Message
2ND C14 96 No Message No Message
2ND C15 117 No Message No Message
2ND C16 110 No Message No Message
2ND C17 124 No Message No Message
2ND C18 131 No Message No Message
2ND C19 138 No Message No Message
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
Warnings Errors
2ND C20 145 No Message No Message
2ND C21 152 No Message No Message
2ND C22 159 No Message No Message
2ND C23 166 No Message No Message
2ND C24 173 No Message No Message
1ST C1 6 No Message No Message
1ST C2 13 No Message No Message
1ST C3 20 No Message No Message
1ST C4 27 No Message No Message
1ST C5 34 No Message No Message
1ST C6 41 No Message No Message
1ST C7 48 No Message No Message
1ST C8 55 No Message No Message
1ST C9 62 No Message No Message
1ST C10 69 No Message No Message
1ST C11 76 No Message No Message
1ST C12 83 No Message No Message
1ST C13 90 No Message No Message
1ST C14 97 No Message No Message
1ST C15 118 No Message No Message
1ST C16 111 No Message No Message
1ST C17 125 No Message No Message
1ST C18 132 No Message No Message
1ST C19 139 No Message No Message
1ST C20 146 No Message No Message
1ST C21 153 No Message No Message
1ST C22 160 No Message No Message
1ST C23 167 No Message No Message
1ST C24 174 No Message No Message
TIES C1 7 No Message No Message
TIES C2 14 No Message No Message
TIES C3 21 No Message No Message
TIES C4 28 No Message No Message
TIES C5 35 No Message No Message
TIES C6 42 No Message No Message
TIES C7 49 No Message No MessageTIES C8 56 No Message No Message
TIES C9 63 No Message No Message
TIES C10 70 No Message No Message
TIES C11 77 No Message No Message
TIES C12 84 No Message No Message
TIES C13 91 No Message No Message
TIES C14 98 No Message No Message
TIES C15 119 No Message No Message
TIES C16 112 No Message No Message
TIES C17 126 No Message No Message
TIES C18 133 No Message No Message
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Design Data 19-Jun-2016
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Table 6.11 - Concrete Joint Summary - BS 8110-97 (Part 2 of 2, continued)
Story LabelUnique
Name
JS
Major
Combo
JS
Major
Ratio
JS
Minor
Combo
JS
Minor
Ratio
Warnings Errors
TIES C19 140 No Message No Message
TIES C20 147 No Message No Message
TIES C21 154 No Message No Message
TIES C22 161 No Message No Message
TIES C23 168 No Message No Message
TIES C24 175 No Message No Message
TIES C25 176 No Message No Message
TIES C26 177 No Message No Message
TIES C27 178 No Message No Message
TIES C28 179 No Message No Message
TIES C29 180 No Message No Message
TIES C30 181 No Message No Message
TIES C31 162 No Message No Message
6.2 Shear Wall Design
Table 6.12 - Shear Wall Preferences - BS 8110-97
Item Value
Rebar Material FY460
Rebar Shear Material FY460
Gamma (Steel) 1.5
Gamma (Concrete) 1.15
Gamma (Concrete Shear) 1.25
# Interaction Curves 24
# Interaction Points 11Edge Design PT-Max 0.06
Edge Design PC-Max 0.04
Section Design IP-Max 0.04
Section Design IP-Min 0.0025
D/C Ratio Limit 0.95
Table 6.13 - Shear Wall Pier Overwrites - BS 8110-97 (Part 1 of 2)
Story Pier Design LLRF PierSecType EndBar EdgeBar EdgeBarSpc
mm
Cover
mmMaterial
ROOF P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
ROOF P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
4TH P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
4TH P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
3RD P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
3RD P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
2ND P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
2ND P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
1ST P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
1ST P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
TIES P1 Yes 1 Uniform Reinforcing Section 1 1 250 31.3 FCU35
TIES P2 Yes 1 Uniform Reinforcing Section 6 6 250 31.3 FCU35
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Design Data 19-Jun-2016
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Table 6.13 - Shear Wall Pier Overwrites - BS 8110-97 (Part 2 of 2)
Design/Check
Design
Design
Design
Design
Design
Design
Design
Design
Design
Design
Design
Design
Table 6.14 - Shear Wall Pier Summary - BS 8110-97 (Part 1 of 2)
StoryPier
LabelStation
Design
Type
Edge
Rebar
End
Rebar
Rebar Spacing
mm
RequiredReinf
%
CurrentReinf
%
Pier LegLeg X1
mm
Leg Y1
mm
ROOF P1 Top Uniform 8 8 250 0.3 0.23 Top Leg 1 14100 1600
ROOF P1 Top Uniform 8 8 250 0.3 0.23 Top Leg 2 10800 7600
ROOF P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 1 14100 1600
ROOF P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 2 10800 7600
4TH P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 1 14100 1600
4TH P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 2 10800 7600
4TH P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 1 14100 1600
4TH P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 2 10800 7600
3RD P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 1 14100 1600
3RD P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 2 10800 7600
3RD P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 1 14100 1600
3RD P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 2 10800 7600
2ND P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 1 14100 1600
2ND P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 2 10800 7600
2ND P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 1 14100 1600
2ND P1 Bottom Uniform 8 8 250 0.25 0.23 Bottom Leg 2 10800 7600
1ST P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 1 14100 1600
1ST P1 Top Uniform 8 8 250 0.25 0.23 Top Leg 2 10800 7600
1ST P1 Bottom Uniform 8 8 250 0.75 0.23 Bottom Leg 1 14100 1600
1ST P1 Bottom Uniform 8 8 250 0.75 0.23 Bottom Leg 2 10800 7600
TIES P1 Top Uniform 8 8 250 0.67 0.23 Top Leg 1 14100 1600TIES P1 Top Uniform 8 8 250 0.67 0.23 Top Leg 2 10800 7600
TIES P1 Bottom Uniform 8 8 250 1.29 0.23 Bottom Leg 1 14100 1600
TIES P1 Bottom Uniform 8 8 250 1.29 0.23 Bottom Leg 2 10800 7600
ROOF P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 1 13000 7600
ROOF P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 2 13000 7600
ROOF P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 3 15200 7600
ROOF P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 4 13000 9800
ROOF P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 1 13000 7600
ROOF P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 2 13000 7600
ROOF P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 3 15200 7600
ROOF P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 4 13000 9800
ROOF P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 5 13000 9200
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Design Data 19-Jun-2016
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Table 6.14 - Shear Wall Pier Summary - BS 8110-97 (Part 1 of 2, continued)
StoryPier
LabelStation
Design
Type
Edge
Rebar
End
Rebar
Rebar
Spacing
mm
Required
Reinf
%
Current
Reinf
%
Pier LegLeg X1
mm
Leg Y1
mm
4TH P2 Top Uniform 18 18 250 0.35 1.14 Top Leg 1 13000 7600
4TH P2 Top Uniform 18 18 250 0.35 1.14 Top Leg 2 13000 7600
4TH P2 Top Uniform 18 18 250 0.35 1.14 Top Leg 3 15200 7600
4TH P2 Top Uniform 18 18 250 0.35 1.14 Top Leg 4 13000 9800
4TH P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 1 13000 7600
4TH P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 2 13000 7600
4TH P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 3 15200 7600
4TH P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 4 13000 9800
4TH P2 Bottom Uniform 18 18 250 0.25 1.14 Bottom Leg 5 13000 9200
3RD P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 1 13000 7600
3RD P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 2 13000 7600
3RD P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 3 15200 7600
3RD P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 4 13000 9800
3RD P2 Bottom Uniform 18 18 250 0.45 1.14 Bottom Leg 1 13000 7600
3RD P2 Bottom Uniform 18 18 250 0.45 1.14 Bottom Leg 2 13000 7600
3RD P2 Bottom Uniform 18 18 250 0.45 1.14 Bottom Leg 3 15200 7600
3RD P2 Bottom Uniform 18 18 250 0.45 1.14 Bottom Leg 4 13000 9800
3RD P2 Bottom Uniform 18 18 250 0.45 1.14 Bottom Leg 5 13000 9200
2ND P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 1 13000 7600
2ND P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 2 13000 7600
2ND P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 3 15200 7600
2ND P2 Top Uniform 18 18 250 0.25 1.14 Top Leg 4 13000 9800
2ND P2 Bottom Uniform 18 18 250 1.28 1.14 Bottom Leg 1 13000 7600
2ND P2 Bottom Uniform 18 18 250 1.28 1.14 Bottom Leg 2 13000 7600
2ND P2 Bottom Uniform 18 18 250 1.28 1.14 Bottom Leg 3 15200 7600
2ND P2 Bottom Uniform 18 18 250 1.28 1.14 Bottom Leg 4 13000 9800
2ND P2 Bottom Uniform 18 18 250 1.28 1.14 Bottom Leg 5 13000 9200
1ST P2 Top Uniform 18 18 250 1.03 1.14 Top Leg 1 13000 7600
1ST P2 Top Uniform 18 18 250 1.03 1.14 Top Leg 2 13000 7600
1ST P2 Top Uniform 18 18 250 1.03 1.14 Top Leg 3 15200 7600
1ST P2 Top Uniform 18 18 250 1.03 1.14 Top Leg 4 13000 9800
1ST P2 Bottom Uniform 18 18 250 3.26 1.14 Bottom Leg 1 13000 7600
1ST P2 Bottom Uniform 18 18 250 3.26 1.14 Bottom Leg 2 13000 7600
1ST P2 Bottom Uniform 18 18 250 3.26 1.14 Bottom Leg 3 15200 7600
1ST P2 Bottom Uniform 18 18 250 3.26 1.14 Bottom Leg 4 13000 9800
1ST P2 Bottom Uniform 18 18 250 3.26 1.14 Bottom Leg 5 13000 9200TIES P2 Top Uniform 18 18 250 2.64 1.14 Top Leg 1 13000 7600
TIES P2 Top Uniform 18 18 250 2.64 1.14 Top Leg 2 13000 7600
TIES P2 Top Uniform 18 18 250 2.64 1.14 Top Leg 3 15200 7600
TIES P2 Top Uniform 18 18 250 2.64 1.14 Top Leg 4 13000 9800
TIES P2 Bottom Uniform 18 18 250 3.18 1.14 Bottom Leg 1 13000 7600
TIES P2 Bottom Uniform 18 18 250 3.18 1.14 Bottom Leg 2 13000 7600
TIES P2 Bottom Uniform 18 18 250 3.18 1.14 Bottom Leg 3 15200 7600
TIES P2 Bottom Uniform 18 18 250 3.18 1.14 Bottom Leg 4 13000 9800
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Design Data 19-Jun-2016
Page 335 of 336
Table 6.14 - Shear Wall Pier Summary - BS 8110-97 (Part 2 of 2)
StoryPier
LabelStation
Leg X2
mm
Leg Y2
mm
Shear
Rebar
mm²/m
Warnings
ROOF P1 Top 15800.2 1600 200 No Message
ROOF P1 Top 10800 9800 200 No MessageROOF P1 Bottom 15800.2 1600 200 No Message
ROOF P1 Bottom 10800 9800 200 No Message
4TH P1 Top 15800.2 1600 200 No Message
4TH P1 Top 10800 9800 200 No Message
4TH P1 Bottom 15800.2 1600 200 No Message
4TH P1 Bottom 10800 9800 200 No Message
3RD P1 Top 15800.2 1600 200 No Message
3RD P1 Top 10800 9800 200 No Message
3RD P1 Bottom 15800.2 1600 200 No Message
3RD P1 Bottom 10800 9800 200 No Message
2ND P1 Top 15800.2 1600 200 No Message
2ND P1 Top 10800 9800 200 No Message
2ND P1 Bottom 15800.2 1600 200 No Message
2ND P1 Bottom 10800 9800 200 No Message
1ST P1 Top 15800.2 1600 200 No Message
1ST P1 Top 10800 9800 501.38 No Message
1ST P1 Bottom 15800.2 1600 200 No Message
1ST P1 Bottom 10800 9800 339.26 No Message
TIES P1 Top 15800.2 1600 200 No Message
TIES P1 Top 10800 9800 606.71 No Message
TIES P1 Bottom 15800.2 1600 200 No Message
TIES P1 Bottom 10800 9800 496.61 No Message
ROOF P2 Top 13000 9800 216.93 No MessageROOF P2 Top 15200 7600 200 No Message
ROOF P2 Top 15200 9800 200 No Message
ROOF P2 Top 15200 9800 200 No Message
ROOF P2 Bottom 13000 8000 669.46 No Message
ROOF P2 Bottom 15200 7600 200 No Message
ROOF P2 Bottom 15200 9800 200 No Message
ROOF P2 Bottom 15200 9800 200 No Message
ROOF P2 Bottom 13000 9800 899.95 No Message
4TH P2 Top 13000 9800 274.81 No Message
4TH P2 Top 15200 7600 204.72 No Message
4TH P2 Top 15200 9800 302.53 No Message
4TH P2 Top 15200 9800 532.75 No Message
4TH P2 Bottom 13000 8000 774.99 N o Message
4TH P2 Bottom 15200 7600 210.8 No Message
4TH P2 Bottom 15200 9800 310.7 No Message
4TH P2 Bottom 15200 9800 533.6 No Message
4TH P2 Bottom 13000 9800 1002.51 No Message
3RD P2 Top 13000 9800 516.92 No Message
3RD P2 Top 15200 7600 487.89 No Message
3RD P2 Top 15200 9800 676.35 No Message
3RD P2 Top 15200 9800 930.45 No Message
3RD P2 Bottom 13000 8000 1677.2 N o Message
3RD P2 Bottom 15200 7600 424.68 N o Message