dynamic struct
DESCRIPTION
Dynamic Analysis pdfTRANSCRIPT
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19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 1 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Job Information Engineer Checked Approved
Name:
Date: 19-Jun-15
Structure Type SPACE FRAME
Number of Nodes 150 Highest Node 150
Number of Elements 325 Highest Beam 325
Number of Basic Load Cases -2
Number of Combination Load Cases 0
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Primary 1 LOAD CASE 1
Node DisplacementsNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
1 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
4 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
6 1:LOAD CASE 1 2.360 0.392 2.360 3.361 0.001 -0.000 -0.001
7 1:LOAD CASE 1 2.388 0.249 2.499 3.465 0.001 0.000 -0.001
8 1:LOAD CASE 1 2.393 0.247 2.540 3.498 0.001 0.000 -0.001
9 1:LOAD CASE 1 2.380 0.238 2.500 3.460 0.001 0.000 -0.001
10 1:LOAD CASE 1 2.347 0.058 2.349 3.321 0.001 0.000 -0.001
11 1:LOAD CASE 1 6.302 0.672 6.302 8.938 0.001 -0.000 -0.001
12 1:LOAD CASE 1 6.285 0.429 6.621 9.139 0.001 -0.000 -0.001
13 1:LOAD CASE 1 6.275 0.424 6.730 9.211 0.001 0.000 -0.001
14 1:LOAD CASE 1 6.272 0.407 6.624 9.131 0.001 0.000 -0.001
15 1:LOAD CASE 1 6.281 0.100 6.280 8.883 0.001 0.000 -0.001
16 1:LOAD CASE 1 10.877 0.920 10.877 15.410 0.001 -0.000 -0.001
17 1:LOAD CASE 1 10.870 0.597 11.365 15.737 0.001 -0.000 -0.001
18 1:LOAD CASE 1 10.859 0.586 11.542 15.858 0.001 0.000 -0.001
19 1:LOAD CASE 1 10.850 0.558 11.368 15.725 0.001 0.000 -0.001
20 1:LOAD CASE 1 10.846 0.146 10.847 15.340 0.001 0.000 -0.001
21 1:LOAD CASE 1 14.642 1.049 14.642 20.733 0.001 -0.000 -0.001
22 1:LOAD CASE 1 14.636 0.690 15.231 21.135 0.001 -0.000 -0.001
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Node Displacements Cont...Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
23 1:LOAD CASE 1 14.625 0.674 15.458 21.291 0.001 0.000 -0.001
24 1:LOAD CASE 1 14.612 0.639 15.236 21.120 0.001 0.000 -0.001
25 1:LOAD CASE 1 14.603 0.175 14.605 20.654 0.001 0.000 -0.001
26 1:LOAD CASE 1 16.938 1.093 16.938 23.979 0.001 -0.000 -0.001
27 1:LOAD CASE 1 16.917 0.725 17.576 24.405 0.001 -0.000 -0.000
28 1:LOAD CASE 1 16.900 0.707 17.829 24.576 0.001 0.000 -0.000
29 1:LOAD CASE 1 16.899 0.668 17.582 24.396 0.001 0.000 -0.000
30 1:LOAD CASE 1 16.913 0.187 16.901 23.910 0.001 0.000 -0.001
31 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
32 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
33 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
34 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
35 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
36 1:LOAD CASE 1 2.499 0.249 2.388 3.465 0.001 -0.000 -0.001
37 1:LOAD CASE 1 2.530 0.100 2.530 3.580 0.001 -0.000 -0.001
38 1:LOAD CASE 1 2.540 0.095 2.572 3.616 0.001 0.000 -0.001
39 1:LOAD CASE 1 2.529 0.088 2.531 3.579 0.001 0.000 -0.001
40 1:LOAD CASE 1 2.497 -0.097 2.381 3.451 0.001 0.000 -0.001
41 1:LOAD CASE 1 6.621 0.429 6.285 9.139 0.001 0.000 -0.001
42 1:LOAD CASE 1 6.609 0.177 6.609 9.348 0.001 -0.000 -0.001
43 1:LOAD CASE 1 6.606 0.169 6.717 9.422 0.001 0.000 -0.001
44 1:LOAD CASE 1 6.611 0.155 6.610 9.350 0.001 0.000 -0.001
45 1:LOAD CASE 1 6.625 -0.161 6.271 9.124 0.001 0.000 -0.001
46 1:LOAD CASE 1 11.365 0.597 10.870 15.737 0.001 0.000 -0.001
47 1:LOAD CASE 1 11.363 0.267 11.363 16.072 0.001 -0.000 -0.001
48 1:LOAD CASE 1 11.364 0.252 11.540 16.198 0.001 0.000 -0.001
49 1:LOAD CASE 1 11.365 0.227 11.366 16.075 0.001 0.000 -0.001
50 1:LOAD CASE 1 11.367 -0.199 10.850 15.715 0.001 0.000 -0.001
51 1:LOAD CASE 1 15.231 0.690 14.636 21.135 0.001 0.000 -0.001
52 1:LOAD CASE 1 15.234 0.327 15.234 21.546 0.001 -0.000 -0.001
53 1:LOAD CASE 1 15.236 0.306 15.459 21.707 0.001 0.000 -0.001
54 1:LOAD CASE 1 15.235 0.274 15.237 21.548 0.001 0.000 -0.001
55 1:LOAD CASE 1 15.233 -0.207 14.613 21.110 0.001 0.000 -0.001
56 1:LOAD CASE 1 17.576 0.725 16.917 24.405 0.000 0.000 -0.001
57 1:LOAD CASE 1 17.563 0.354 17.563 24.840 0.000 -0.000 -0.000
58 1:LOAD CASE 1 17.561 0.331 17.814 25.017 0.000 0.000 -0.000
59 1:LOAD CASE 1 17.576 0.295 17.567 24.851 0.000 0.000 -0.000
60 1:LOAD CASE 1 17.598 -0.205 16.893 24.394 0.000 0.000 -0.001
61 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
62 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
63 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
64 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
65 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
66 1:LOAD CASE 1 2.540 0.247 2.393 3.498 0.001 -0.000 -0.001
67 1:LOAD CASE 1 2.572 0.095 2.540 3.616 0.001 -0.000 -0.001
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Node Displacements Cont...Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
68 1:LOAD CASE 1 2.581 0.091 2.581 3.652 0.001 -0.000 -0.001
69 1:LOAD CASE 1 2.570 0.084 2.540 3.615 0.001 0.000 -0.001
70 1:LOAD CASE 1 2.537 -0.104 2.393 3.489 0.001 0.000 -0.001
71 1:LOAD CASE 1 6.730 0.424 6.275 9.211 0.001 -0.000 -0.001
72 1:LOAD CASE 1 6.717 0.169 6.606 9.422 0.001 -0.000 -0.001
73 1:LOAD CASE 1 6.713 0.160 6.713 9.495 0.001 -0.000 -0.001
74 1:LOAD CASE 1 6.717 0.146 6.606 9.422 0.001 0.000 -0.001
75 1:LOAD CASE 1 6.731 -0.174 6.275 9.204 0.001 0.000 -0.001
76 1:LOAD CASE 1 11.542 0.586 10.859 15.858 0.001 -0.000 -0.001
77 1:LOAD CASE 1 11.540 0.252 11.364 16.198 0.001 -0.000 -0.001
78 1:LOAD CASE 1 11.539 0.236 11.539 16.320 0.001 -0.000 -0.001
79 1:LOAD CASE 1 11.539 0.212 11.364 16.197 0.001 0.000 -0.001
80 1:LOAD CASE 1 11.541 -0.220 10.859 15.848 0.001 0.000 -0.001
81 1:LOAD CASE 1 15.458 0.674 14.625 21.291 0.001 -0.000 -0.001
82 1:LOAD CASE 1 15.459 0.306 15.236 21.707 0.001 -0.000 -0.001
83 1:LOAD CASE 1 15.459 0.285 15.459 21.865 0.001 -0.000 -0.001
84 1:LOAD CASE 1 15.457 0.253 15.236 21.705 0.001 0.000 -0.001
85 1:LOAD CASE 1 15.454 -0.234 14.625 21.278 0.001 0.000 -0.001
86 1:LOAD CASE 1 17.829 0.707 16.900 24.576 0.000 -0.000 -0.001
87 1:LOAD CASE 1 17.814 0.331 17.561 25.017 0.000 -0.000 -0.000
88 1:LOAD CASE 1 17.811 0.307 17.811 25.190 0.000 -0.000 -0.000
89 1:LOAD CASE 1 17.824 0.271 17.561 25.023 0.000 0.000 -0.000
90 1:LOAD CASE 1 17.845 -0.235 16.900 24.579 0.000 0.000 -0.001
91 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
92 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
93 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
94 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
95 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
96 1:LOAD CASE 1 2.500 0.238 2.380 3.460 0.001 -0.000 -0.001
97 1:LOAD CASE 1 2.531 0.088 2.529 3.579 0.001 -0.000 -0.001
98 1:LOAD CASE 1 2.540 0.084 2.570 3.615 0.001 -0.000 -0.001
99 1:LOAD CASE 1 2.529 0.077 2.529 3.577 0.001 -0.000 -0.001
100 1:LOAD CASE 1 2.496 -0.108 2.386 3.455 0.001 0.000 -0.001
101 1:LOAD CASE 1 6.624 0.407 6.272 9.131 0.001 -0.000 -0.001
102 1:LOAD CASE 1 6.610 0.155 6.611 9.350 0.001 -0.000 -0.001
103 1:LOAD CASE 1 6.606 0.146 6.717 9.422 0.001 -0.000 -0.001
104 1:LOAD CASE 1 6.609 0.132 6.609 9.348 0.001 -0.000 -0.001
105 1:LOAD CASE 1 6.623 -0.183 6.285 9.132 0.001 -0.000 -0.001
106 1:LOAD CASE 1 11.368 0.558 10.850 15.725 0.001 -0.000 -0.001
107 1:LOAD CASE 1 11.366 0.227 11.365 16.075 0.001 -0.000 -0.001
108 1:LOAD CASE 1 11.364 0.212 11.539 16.197 0.001 -0.000 -0.001
109 1:LOAD CASE 1 11.362 0.188 11.362 16.070 0.001 -0.000 -0.001
110 1:LOAD CASE 1 11.363 -0.238 10.869 15.726 0.001 -0.000 -0.001
111 1:LOAD CASE 1 15.236 0.639 14.612 21.120 0.001 -0.000 -0.001
112 1:LOAD CASE 1 15.237 0.274 15.235 21.548 0.001 -0.000 -0.001
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19-Jun-15
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Print Time/Date: 19/06/2015 23:19 Print Run 4 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Node Displacements Cont...Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
113 1:LOAD CASE 1 15.236 0.253 15.457 21.705 0.001 -0.000 -0.001
114 1:LOAD CASE 1 15.232 0.221 15.232 21.542 0.001 -0.000 -0.001
115 1:LOAD CASE 1 15.227 -0.258 14.635 21.122 0.001 -0.000 -0.001
116 1:LOAD CASE 1 17.582 0.668 16.899 24.396 0.000 -0.000 -0.001
117 1:LOAD CASE 1 17.567 0.295 17.576 24.851 0.000 -0.000 -0.000
118 1:LOAD CASE 1 17.561 0.271 17.824 25.023 0.000 -0.000 -0.000
119 1:LOAD CASE 1 17.572 0.236 17.572 24.852 0.000 -0.000 -0.000
120 1:LOAD CASE 1 17.592 -0.262 16.923 24.412 0.000 -0.000 -0.001
121 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
122 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
123 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
124 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
125 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
126 1:LOAD CASE 1 2.349 0.058 2.347 3.321 0.001 -0.000 -0.001
127 1:LOAD CASE 1 2.381 -0.097 2.497 3.451 0.001 -0.000 -0.001
128 1:LOAD CASE 1 2.393 -0.104 2.537 3.489 0.001 -0.000 -0.001
129 1:LOAD CASE 1 2.386 -0.108 2.496 3.455 0.001 -0.000 -0.001
130 1:LOAD CASE 1 2.358 -0.277 2.358 3.346 0.001 -0.000 -0.001
131 1:LOAD CASE 1 6.280 0.100 6.281 8.883 0.001 -0.000 -0.001
132 1:LOAD CASE 1 6.271 -0.161 6.625 9.124 0.001 -0.000 -0.001
133 1:LOAD CASE 1 6.275 -0.174 6.731 9.204 0.001 -0.000 -0.001
134 1:LOAD CASE 1 6.285 -0.183 6.623 9.132 0.001 0.000 -0.001
135 1:LOAD CASE 1 6.303 -0.472 6.303 8.926 0.001 -0.000 -0.001
136 1:LOAD CASE 1 10.847 0.146 10.846 15.340 0.001 -0.000 -0.001
137 1:LOAD CASE 1 10.850 -0.199 11.367 15.715 0.001 -0.000 -0.001
138 1:LOAD CASE 1 10.859 -0.220 11.541 15.848 0.001 -0.000 -0.001
139 1:LOAD CASE 1 10.869 -0.238 11.363 15.726 0.001 0.000 -0.001
140 1:LOAD CASE 1 10.876 -0.628 10.876 15.394 0.001 -0.000 -0.001
141 1:LOAD CASE 1 14.605 0.175 14.603 20.654 0.001 -0.000 -0.001
142 1:LOAD CASE 1 14.613 -0.207 15.233 21.110 0.001 -0.000 -0.001
143 1:LOAD CASE 1 14.625 -0.234 15.454 21.278 0.001 -0.000 -0.001
144 1:LOAD CASE 1 14.635 -0.258 15.227 21.122 0.001 0.000 -0.001
145 1:LOAD CASE 1 14.639 -0.698 14.639 20.714 0.001 -0.000 -0.001
146 1:LOAD CASE 1 16.901 0.187 16.913 23.910 0.001 -0.000 -0.001
147 1:LOAD CASE 1 16.893 -0.205 17.598 24.394 0.001 -0.000 -0.000
148 1:LOAD CASE 1 16.900 -0.235 17.845 24.579 0.001 -0.000 -0.000
149 1:LOAD CASE 1 16.923 -0.262 17.592 24.412 0.001 0.000 -0.000
150 1:LOAD CASE 1 16.950 -0.720 16.950 23.982 0.001 -0.000 -0.001
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19-Jun-15
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Print Time/Date: 19/06/2015 23:19 Print Run 5 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Node Displacement SummaryNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
Max X 90 1:LOAD CASE 1 17.845 -0.235 16.900 24.579 0.000 0.000 -0.001
Min X 1 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max Y 26 1:LOAD CASE 1 16.938 1.093 16.938 23.979 0.001 -0.000 -0.001
Min Y 150 1:LOAD CASE 1 16.950 -0.720 16.950 23.982 0.001 -0.000 -0.001
Max Z 148 1:LOAD CASE 1 16.900 -0.235 17.845 24.579 0.001 -0.000 -0.000
Min Z 1 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max rX 138 1:LOAD CASE 1 10.859 -0.220 11.541 15.848 0.001 -0.000 -0.001
Min rX 1 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max rY 30 1:LOAD CASE 1 16.913 0.187 16.901 23.910 0.001 0.000 -0.001
Min rY 146 1:LOAD CASE 1 16.901 0.187 16.913 23.910 0.001 -0.000 -0.001
Max rZ 1 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min rZ 80 1:LOAD CASE 1 11.541 -0.220 10.859 15.848 0.001 0.000 -0.001
Max Rst 88 1:LOAD CASE 1 17.811 0.307 17.811 25.190 0.000 -0.000 -0.000
Beam Displacement DetailDisplacements shown in italic indicate the presence of an offset
Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1 1:LOAD CASE 1 0.000 2.360 0.392 2.360 3.361
0.300 2.363 0.188 2.368 3.350
0.600 2.366 0.105 2.383 3.360
0.900 2.368 0.115 2.404 3.377
1.200 2.371 0.187 2.426 3.398
1.500 2.374 0.293 2.448 3.422
1.800 2.377 0.400 2.466 3.449
2.100 2.379 0.477 2.481 3.471
2.400 2.382 0.496 2.491 3.482
2.700 2.385 0.429 2.497 3.479
3.000 2.388 0.249 2.499 3.465
2 1:LOAD CASE 1 0.000 2.388 0.249 2.499 3.465
0.300 2.388 0.072 2.503 3.460
0.600 2.389 0.014 2.512 3.466
0.900 2.389 0.044 2.524 3.475
1.200 2.390 0.135 2.536 3.487
1.500 2.390 0.256 2.546 3.501
1.800 2.391 0.375 2.552 3.517
2.100 2.391 0.462 2.554 3.529
2.400 2.392 0.488 2.552 3.532
2.700 2.392 0.425 2.547 3.520
3.000 2.393 0.247 2.540 3.499
3 1:LOAD CASE 1 0.000 2.393 0.247 2.540 3.499
0.300 2.392 0.070 2.536 3.487
0.600 2.390 0.012 2.538 3.486
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.900 2.389 0.042 2.541 3.488
1.200 2.388 0.131 2.544 3.492
1.500 2.386 0.252 2.545 3.498
1.800 2.385 0.370 2.543 3.506
2.100 2.384 0.456 2.537 3.510
2.400 2.382 0.480 2.527 3.506
2.700 2.381 0.417 2.514 3.488
3.000 2.380 0.238 2.500 3.460
4 1:LOAD CASE 1 0.000 2.380 0.238 2.500 3.460
0.300 2.376 0.058 2.488 3.441
0.600 2.373 -0.007 2.480 3.432
0.900 2.370 0.014 2.472 3.425
1.200 2.367 0.090 2.463 3.417
1.500 2.363 0.194 2.452 3.411
1.800 2.360 0.293 2.437 3.405
2.100 2.357 0.356 2.418 3.396
2.400 2.354 0.356 2.397 3.378
2.700 2.350 0.266 2.373 3.351
3.000 2.347 0.058 2.349 3.321
5 1:LOAD CASE 1 0.000 6.302 0.672 6.302 8.938
0.300 6.300 0.430 6.315 8.931
0.600 6.299 0.324 6.345 8.946
0.900 6.297 0.322 6.385 8.973
1.200 6.295 0.391 6.431 9.007
1.500 6.293 0.500 6.478 9.045
1.800 6.292 0.612 6.522 9.083
2.100 6.290 0.692 6.561 9.115
2.400 6.288 0.709 6.591 9.137
2.700 6.287 0.631 6.612 9.145
3.000 6.285 0.429 6.621 9.139
6 1:LOAD CASE 1 0.000 6.285 0.429 6.621 9.139
0.300 6.284 0.231 6.629 9.137
0.600 6.283 0.165 6.646 9.147
0.900 6.282 0.198 6.668 9.163
1.200 6.281 0.298 6.690 9.181
1.500 6.280 0.433 6.711 9.201
1.800 6.279 0.566 6.728 9.220
2.100 6.278 0.662 6.738 9.233
2.400 6.277 0.691 6.742 9.238
2.700 6.275 0.622 6.739 9.230
3.000 6.274 0.424 6.730 9.211
7 1:LOAD CASE 1 0.000 6.274 0.424 6.730 9.211
0.300 6.274 0.228 6.721 9.197
0.600 6.274 0.162 6.717 9.193
0.900 6.274 0.195 6.716 9.193
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19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 7 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.200 6.273 0.294 6.715 9.194
1.500 6.273 0.427 6.711 9.196
1.800 6.273 0.559 6.703 9.197
2.100 6.272 0.653 6.690 9.194
2.400 6.272 0.680 6.672 9.183
2.700 6.272 0.608 6.650 9.161
3.000 6.272 0.407 6.624 9.131
8 1:LOAD CASE 1 0.000 6.272 0.407 6.624 9.131
0.300 6.273 0.204 6.597 9.106
0.600 6.273 0.127 6.572 9.086
0.900 6.275 0.142 6.546 9.069
1.200 6.275 0.218 6.518 9.050
1.500 6.276 0.323 6.486 9.031
1.800 6.278 0.422 6.450 9.010
2.100 6.278 0.479 6.410 8.985
2.400 6.279 0.465 6.367 8.955
2.700 6.280 0.349 6.323 8.919
3.000 6.281 0.100 6.280 8.883
9 1:LOAD CASE 1 0.000 10.877 0.920 10.877 15.410
0.300 10.877 0.659 10.897 15.410
0.600 10.876 0.543 10.940 15.436
0.900 10.875 0.537 11.000 15.477
1.200 10.874 0.608 11.069 15.528
1.500 10.873 0.719 11.140 15.584
1.800 10.873 0.832 11.208 15.637
2.100 10.872 0.909 11.268 15.684
2.400 10.871 0.917 11.315 15.718
2.700 10.870 0.824 11.348 15.736
3.000 10.869 0.597 11.365 15.737
10 1:LOAD CASE 1 0.000 10.869 0.597 11.365 15.737
0.300 10.869 0.379 11.379 15.740
0.600 10.867 0.307 11.405 15.757
0.900 10.866 0.344 11.439 15.781
1.200 10.865 0.455 11.475 15.809
1.500 10.864 0.602 11.508 15.838
1.800 10.863 0.748 11.535 15.862
2.100 10.862 0.853 11.552 15.880
2.400 10.861 0.884 11.560 15.886
2.700 10.860 0.806 11.556 15.879
3.000 10.859 0.586 11.542 15.858
11 1:LOAD CASE 1 0.000 10.859 0.586 11.542 15.858
0.300 10.858 0.369 11.527 15.840
0.600 10.857 0.297 11.521 15.833
0.900 10.856 0.333 11.517 15.831
1.200 10.855 0.442 11.514 15.831
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 8 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.500 10.855 0.588 11.508 15.830
1.800 10.853 0.732 11.494 15.825
2.100 10.852 0.834 11.474 15.815
2.400 10.852 0.861 11.445 15.795
2.700 10.850 0.780 11.410 15.765
3.000 10.850 0.558 11.368 15.725
12 1:LOAD CASE 1 0.000 10.850 0.558 11.368 15.725
0.300 10.849 0.331 11.326 15.687
0.600 10.849 0.238 11.287 15.657
0.900 10.849 0.245 11.247 15.628
1.200 10.849 0.317 11.205 15.599
1.500 10.848 0.420 11.158 15.568
1.800 10.848 0.516 11.104 15.532
2.100 10.847 0.569 11.045 15.491
2.400 10.847 0.546 10.981 15.445
2.700 10.846 0.416 10.914 15.393
3.000 10.846 0.147 10.847 15.340
13 1:LOAD CASE 1 0.000 14.642 1.049 14.642 20.733
0.300 14.641 0.864 14.664 20.740
0.600 14.641 0.775 14.715 20.772
0.900 14.640 0.759 14.785 20.821
1.200 14.640 0.791 14.867 20.880
1.500 14.639 0.850 14.953 20.943
1.800 14.638 0.909 15.035 21.004
2.100 14.638 0.944 15.108 21.057
2.400 14.637 0.933 15.167 21.099
2.700 14.637 0.855 15.210 21.126
3.000 14.636 0.690 15.231 21.135
14 1:LOAD CASE 1 0.000 14.636 0.690 15.231 21.135
0.300 14.635 0.537 15.249 21.143
0.600 14.634 0.487 15.282 21.165
0.900 14.633 0.513 15.323 21.194
1.200 14.632 0.589 15.366 21.227
1.500 14.631 0.691 15.407 21.259
1.800 14.630 0.792 15.441 21.286
2.100 14.629 0.864 15.464 21.305
2.400 14.628 0.883 15.476 21.313
2.700 14.626 0.827 15.474 21.308
3.000 14.625 0.674 15.458 21.291
15 1:LOAD CASE 1 0.000 14.625 0.674 15.458 21.291
0.300 14.624 0.523 15.439 21.272
0.600 14.623 0.473 15.429 21.263
0.900 14.621 0.499 15.423 21.258
1.200 14.620 0.574 15.417 21.254
1.500 14.619 0.674 15.407 21.249
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Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
9
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 9 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.800 14.617 0.772 15.389 21.239
2.100 14.616 0.840 15.363 21.222
2.400 14.615 0.855 15.329 21.197
2.700 14.613 0.796 15.287 21.163
3.000 14.612 0.639 15.236 21.120
16 1:LOAD CASE 1 0.000 14.612 0.639 15.236 21.120
0.300 14.611 0.473 15.184 21.077
0.600 14.609 0.394 15.135 21.040
0.900 14.609 0.380 15.085 21.003
1.200 14.608 0.407 15.033 20.965
1.500 14.607 0.454 14.975 20.924
1.800 14.606 0.496 14.911 20.879
2.100 14.605 0.510 14.841 20.828
2.400 14.604 0.474 14.765 20.773
2.700 14.604 0.369 14.686 20.714
3.000 14.602 0.175 14.605 20.654
17 1:LOAD CASE 1 0.000 16.938 1.093 16.938 23.979
0.300 16.936 0.975 16.963 23.990
0.600 16.934 0.908 17.017 24.024
0.900 16.932 0.878 17.092 24.075
1.200 16.930 0.874 17.179 24.135
1.500 16.928 0.884 17.272 24.200
1.800 16.925 0.894 17.361 24.262
2.100 16.923 0.894 17.440 24.318
2.400 16.921 0.872 17.505 24.362
2.700 16.919 0.818 17.551 24.392
3.000 16.917 0.726 17.576 24.405
18 1:LOAD CASE 1 0.000 16.917 0.726 17.576 24.405
0.300 16.915 0.643 17.596 24.416
0.600 16.913 0.615 17.632 24.440
0.900 16.912 0.629 17.677 24.472
1.200 16.910 0.668 17.724 24.506
1.500 16.908 0.721 17.769 24.539
1.800 16.907 0.773 17.806 24.566
2.100 16.905 0.809 17.833 24.586
2.400 16.903 0.817 17.847 24.594
2.700 16.902 0.787 17.845 24.591
3.000 16.900 0.707 17.829 24.576
19 1:LOAD CASE 1 0.000 16.900 0.707 17.829 24.576
0.300 16.900 0.629 17.808 24.559
0.600 16.900 0.605 17.797 24.550
0.900 16.900 0.620 17.789 24.545
1.200 16.900 0.660 17.781 24.540
1.500 16.900 0.712 17.768 24.532
1.800 16.899 0.760 17.748 24.519
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
10
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 10 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.100 16.900 0.792 17.720 24.499
2.400 16.899 0.794 17.683 24.472
2.700 16.899 0.757 17.636 24.438
3.000 16.899 0.668 17.582 24.395
20 1:LOAD CASE 1 0.000 16.899 0.668 17.582 24.395
0.300 16.900 0.572 17.525 24.353
0.600 16.901 0.518 17.471 24.314
0.900 16.903 0.493 17.417 24.276
1.200 16.905 0.486 17.360 24.236
1.500 16.906 0.485 17.298 24.192
1.800 16.907 0.479 17.229 24.143
2.100 16.908 0.456 17.153 24.090
2.400 16.910 0.405 17.072 24.032
2.700 16.911 0.318 16.987 23.972
3.000 16.913 0.188 16.901 23.911
21 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.053 0.039 0.053 0.085
0.600 0.164 0.078 0.164 0.245
0.900 0.326 0.118 0.326 0.476
1.200 0.533 0.157 0.533 0.770
1.500 0.778 0.196 0.778 1.118
1.800 1.059 0.235 1.059 1.516
2.100 1.363 0.275 1.363 1.947
2.400 1.686 0.314 1.686 2.405
2.700 2.020 0.353 2.020 2.879
3.000 2.360 0.392 2.360 3.361
22 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.060 0.025 0.057 0.086
0.600 0.180 0.050 0.175 0.256
0.900 0.354 0.075 0.347 0.501
1.200 0.573 0.100 0.567 0.812
1.500 0.828 0.124 0.827 1.177
1.800 1.117 0.149 1.124 1.591
2.100 1.424 0.174 1.446 2.037
2.400 1.743 0.199 1.787 2.505
2.700 2.067 0.224 2.140 2.984
3.000 2.388 0.249 2.499 3.465
23 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.060 0.025 0.058 0.087
0.600 0.181 0.049 0.177 0.259
0.900 0.356 0.074 0.353 0.506
1.200 0.575 0.099 0.576 0.820
1.500 0.832 0.123 0.840 1.189
1.800 1.121 0.148 1.143 1.607
2.100 1.429 0.173 1.471 2.058
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Software licensed to
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Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
11
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 11 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.400 1.749 0.198 1.817 2.530
2.700 2.073 0.222 2.176 3.013
3.000 2.393 0.247 2.540 3.499
24 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.059 0.024 0.057 0.085
0.600 0.180 0.048 0.175 0.255
0.900 0.353 0.071 0.347 0.500
1.200 0.570 0.095 0.567 0.810
1.500 0.825 0.119 0.827 1.174
1.800 1.112 0.143 1.125 1.588
2.100 1.418 0.167 1.447 2.033
2.400 1.737 0.190 1.788 2.500
2.700 2.060 0.214 2.141 2.979
3.000 2.380 0.238 2.500 3.460
25 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.052 0.006 0.053 0.074
0.600 0.162 0.012 0.163 0.230
0.900 0.323 0.017 0.324 0.458
1.200 0.528 0.023 0.530 0.749
1.500 0.771 0.029 0.774 1.093
1.800 1.050 0.035 1.053 1.488
2.100 1.353 0.040 1.356 1.916
2.400 1.674 0.046 1.678 2.370
2.700 2.007 0.052 2.011 2.842
3.000 2.347 0.058 2.349 3.321
26 1:LOAD CASE 1 0.000 2.360 0.392 2.360 3.361
0.300 2.708 0.420 2.708 3.853
0.600 3.077 0.448 3.077 4.374
0.900 3.463 0.476 3.463 4.920
1.200 3.861 0.504 3.861 5.484
1.500 4.269 0.533 4.269 6.060
1.800 4.681 0.560 4.681 6.644
2.100 5.095 0.588 5.095 7.229
2.400 5.505 0.616 5.505 7.809
2.700 5.908 0.645 5.908 8.381
3.000 6.302 0.672 6.302 8.938
27 1:LOAD CASE 1 0.000 2.388 0.249 2.499 3.465
0.300 2.721 0.267 2.864 3.959
0.600 3.085 0.285 3.251 4.491
0.900 3.474 0.303 3.655 5.052
1.200 3.880 0.321 4.072 5.634
1.500 4.296 0.339 4.499 6.230
1.800 4.716 0.357 4.930 6.832
2.100 5.131 0.375 5.362 7.431
2.400 5.536 0.393 5.790 8.020
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
12
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 12 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.700 5.922 0.411 6.211 8.592
3.000 6.285 0.429 6.621 9.139
28 1:LOAD CASE 1 0.000 2.393 0.247 2.540 3.499
0.300 2.725 0.265 2.912 3.997
0.600 3.089 0.282 3.305 4.532
0.900 3.476 0.300 3.716 5.097
1.200 3.881 0.318 4.140 5.683
1.500 4.296 0.335 4.573 6.284
1.800 4.714 0.353 5.012 6.889
2.100 5.127 0.371 5.451 7.493
2.400 5.529 0.389 5.886 8.085
2.700 5.914 0.406 6.314 8.660
3.000 6.274 0.424 6.730 9.211
29 1:LOAD CASE 1 0.000 2.380 0.238 2.500 3.460
0.300 2.713 0.255 2.865 3.954
0.600 3.076 0.271 3.252 4.485
0.900 3.464 0.288 3.657 5.045
1.200 3.870 0.305 4.074 5.627
1.500 4.285 0.322 4.501 6.223
1.800 4.704 0.339 4.932 6.824
2.100 5.119 0.356 5.364 7.423
2.400 5.522 0.373 5.793 8.012
2.700 5.909 0.390 6.214 8.584
3.000 6.272 0.407 6.624 9.131
30 1:LOAD CASE 1 0.000 2.347 0.058 2.349 3.321
0.300 2.694 0.062 2.696 3.812
0.600 3.062 0.066 3.064 4.332
0.900 3.447 0.070 3.448 4.876
1.200 3.844 0.075 3.845 5.438
1.500 4.250 0.079 4.251 6.012
1.800 4.662 0.083 4.663 6.594
2.100 5.074 0.088 5.075 7.177
2.400 5.483 0.092 5.485 7.756
2.700 5.887 0.096 5.887 8.326
3.000 6.281 0.100 6.280 8.883
31 1:LOAD CASE 1 0.000 6.302 0.672 6.302 8.938
0.300 6.710 0.697 6.710 9.515
0.600 7.149 0.722 7.149 10.135
0.900 7.610 0.747 7.610 10.788
1.200 8.087 0.772 8.087 11.463
1.500 8.573 0.796 8.573 12.150
1.800 9.060 0.821 9.060 12.839
2.100 9.541 0.846 9.541 13.519
2.400 10.008 0.870 10.008 14.180
2.700 10.456 0.895 10.456 14.813
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
13
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 13 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
3.000 10.877 0.920 10.877 15.410
32 1:LOAD CASE 1 0.000 6.285 0.429 6.621 9.139
0.300 6.665 0.446 7.046 9.709
0.600 7.094 0.463 7.502 10.335
0.900 7.559 0.479 7.981 11.003
1.200 8.050 0.496 8.477 11.700
1.500 8.555 0.513 8.981 12.414
1.800 9.061 0.530 9.486 13.128
2.100 9.556 0.547 9.983 13.831
2.400 10.030 0.564 10.467 14.508
2.700 10.471 0.581 10.929 15.147
3.000 10.869 0.597 11.365 15.737
33 1:LOAD CASE 1 0.000 6.274 0.424 6.730 9.211
0.300 6.653 0.440 7.161 9.785
0.600 7.081 0.457 7.624 10.415
0.900 7.547 0.473 8.111 11.089
1.200 8.038 0.489 8.613 11.791
1.500 8.543 0.505 9.125 12.510
1.800 9.050 0.521 9.637 13.231
2.100 9.547 0.538 10.142 13.938
2.400 10.020 0.554 10.632 14.620
2.700 10.462 0.570 11.101 15.264
3.000 10.859 0.586 11.542 15.858
34 1:LOAD CASE 1 0.000 6.272 0.407 6.624 9.131
0.300 6.652 0.422 7.049 9.701
0.600 7.080 0.437 7.505 10.327
0.900 7.545 0.453 7.984 10.994
1.200 8.034 0.468 8.480 11.691
1.500 8.538 0.483 8.984 12.404
1.800 9.043 0.498 9.489 13.118
2.100 9.538 0.513 9.987 13.819
2.400 10.011 0.529 10.470 14.496
2.700 10.452 0.544 10.933 15.135
3.000 10.850 0.558 11.368 15.725
35 1:LOAD CASE 1 0.000 6.281 0.100 6.280 8.883
0.300 6.689 0.105 6.687 9.459
0.600 7.128 0.110 7.125 10.079
0.900 7.588 0.114 7.586 10.730
1.200 8.063 0.119 8.062 11.403
1.500 8.547 0.123 8.547 12.088
1.800 9.032 0.128 9.033 12.774
2.100 9.510 0.132 9.512 13.452
2.400 9.976 0.137 9.979 14.111
2.700 10.424 0.142 10.426 14.743
3.000 10.846 0.147 10.847 15.340
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
14
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 14 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
36 1:LOAD CASE 1 0.000 10.877 0.920 10.877 15.410
0.300 11.282 0.933 11.282 15.983
0.600 11.693 0.946 11.693 16.564
0.900 12.105 0.959 12.105 17.146
1.200 12.514 0.971 12.514 17.724
1.500 12.915 0.984 12.915 18.292
1.800 13.302 0.997 13.302 18.839
2.100 13.672 1.010 13.672 19.362
2.400 14.021 1.023 14.021 19.855
2.700 14.346 1.036 14.346 20.314
3.000 14.642 1.049 14.642 20.733
37 1:LOAD CASE 1 0.000 10.869 0.597 11.365 15.737
0.300 11.247 0.606 11.782 16.300
0.600 11.646 0.615 12.205 16.881
0.900 12.058 0.625 12.629 17.472
1.200 12.474 0.634 13.049 18.063
1.500 12.888 0.643 13.461 18.647
1.800 13.290 0.653 13.858 19.212
2.100 13.673 0.662 14.238 19.751
2.400 14.030 0.671 14.596 20.256
2.700 14.353 0.681 14.928 20.720
3.000 14.636 0.690 15.231 21.135
38 1:LOAD CASE 1 0.000 10.859 0.586 11.542 15.858
0.300 11.236 0.595 11.965 16.424
0.600 11.634 0.603 12.393 17.009
0.900 12.047 0.612 12.823 17.604
1.200 12.464 0.621 13.248 18.200
1.500 12.879 0.630 13.666 18.789
1.800 13.282 0.639 14.068 19.358
2.100 13.665 0.647 14.452 19.900
2.400 14.021 0.656 14.815 20.408
2.700 14.344 0.665 15.151 20.874
3.000 14.625 0.674 15.458 21.291
39 1:LOAD CASE 1 0.000 10.850 0.558 11.368 15.725
0.300 11.228 0.566 11.786 16.288
0.600 11.626 0.574 12.209 16.868
0.900 12.036 0.582 12.633 17.459
1.200 12.452 0.590 13.053 18.050
1.500 12.865 0.598 13.466 18.633
1.800 13.266 0.606 13.863 19.198
2.100 13.648 0.614 14.243 19.736
2.400 14.004 0.622 14.601 20.241
2.700 14.327 0.630 14.933 20.705
3.000 14.612 0.639 15.236 21.120
40 1:LOAD CASE 1 0.000 10.846 0.147 10.847 15.340
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
15
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 15 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.300 11.251 0.150 11.252 15.913
0.600 11.662 0.152 11.662 16.493
0.900 12.073 0.155 12.073 17.075
1.200 12.480 0.158 12.481 17.651
1.500 12.879 0.161 12.882 18.216
1.800 13.264 0.164 13.268 18.762
2.100 13.633 0.167 13.637 19.283
2.400 13.981 0.170 13.986 19.776
2.700 14.305 0.173 14.310 20.234
3.000 14.602 0.175 14.605 20.654
41 1:LOAD CASE 1 0.000 14.642 1.049 14.642 20.733
0.300 14.913 1.053 14.913 21.116
0.600 15.179 1.058 15.179 21.492
0.900 15.438 1.062 15.438 21.858
1.200 15.689 1.066 15.689 22.213
1.500 15.930 1.072 15.930 22.553
1.800 16.158 1.076 16.158 22.876
2.100 16.374 1.080 16.374 23.181
2.400 16.576 1.085 16.576 23.468
2.700 16.765 1.089 16.765 23.734
3.000 16.938 1.093 16.938 23.979
42 1:LOAD CASE 1 0.000 14.636 0.690 15.231 21.135
0.300 14.892 0.694 15.508 21.512
0.600 15.153 0.697 15.780 21.888
0.900 15.414 0.700 16.045 22.260
1.200 15.672 0.703 16.302 22.624
1.500 15.922 0.707 16.548 22.975
1.800 16.159 0.711 16.781 23.307
2.100 16.380 0.715 17.001 23.619
2.400 16.583 0.718 17.208 23.908
2.700 16.763 0.722 17.400 24.171
3.000 16.917 0.726 17.576 24.405
43 1:LOAD CASE 1 0.000 14.625 0.674 15.458 21.291
0.300 14.880 0.677 15.738 21.669
0.600 15.140 0.680 16.013 22.048
0.900 15.402 0.683 16.281 22.422
1.200 15.661 0.686 16.540 22.789
1.500 15.913 0.690 16.789 23.142
1.800 16.150 0.693 17.025 23.477
2.100 16.372 0.697 17.248 23.791
2.400 16.573 0.700 17.457 24.081
2.700 16.750 0.703 17.650 24.343
3.000 16.900 0.707 17.829 24.576
44 1:LOAD CASE 1 0.000 14.612 0.639 15.236 21.120
0.300 14.868 0.642 15.514 21.497
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
16
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 16 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.600 15.129 0.645 15.786 21.874
0.900 15.391 0.648 16.051 22.247
1.200 15.649 0.651 16.307 22.610
1.500 15.898 0.653 16.553 22.961
1.800 16.136 0.657 16.787 23.294
2.100 16.358 0.659 17.007 23.606
2.400 16.561 0.662 17.214 23.896
2.700 16.743 0.666 17.405 24.160
3.000 16.899 0.668 17.582 24.395
45 1:LOAD CASE 1 0.000 14.602 0.175 14.605 20.654
0.300 14.875 0.176 14.876 21.038
0.600 15.141 0.177 15.142 21.414
0.900 15.399 0.179 15.401 21.780
1.200 15.649 0.180 15.651 22.134
1.500 15.890 0.182 15.892 22.474
1.800 16.118 0.182 16.120 22.796
2.100 16.335 0.184 16.336 23.102
2.400 16.540 0.185 16.538 23.391
2.700 16.733 0.186 16.727 23.660
3.000 16.913 0.188 16.901 23.911
46 1:LOAD CASE 1 0.000 2.499 0.249 2.388 3.465
0.300 2.502 0.035 2.397 3.465
0.600 2.505 -0.051 2.414 3.480
0.900 2.508 -0.041 2.437 3.498
1.200 2.511 0.036 2.461 3.517
1.500 2.515 0.148 2.484 3.538
1.800 2.518 0.261 2.502 3.559
2.100 2.521 0.342 2.515 3.577
2.400 2.524 0.361 2.524 3.588
2.700 2.527 0.290 2.529 3.587
3.000 2.530 0.100 2.530 3.580
47 1:LOAD CASE 1 0.000 2.530 0.100 2.530 3.580
0.300 2.531 -0.086 2.536 3.584
0.600 2.532 -0.147 2.546 3.594
0.900 2.533 -0.114 2.559 3.603
1.200 2.534 -0.019 2.571 3.610
1.500 2.535 0.109 2.581 3.619
1.800 2.536 0.234 2.586 3.629
2.100 2.537 0.325 2.586 3.637
2.400 2.538 0.351 2.583 3.638
2.700 2.539 0.284 2.578 3.629
3.000 2.540 0.095 2.572 3.616
48 1:LOAD CASE 1 0.000 2.540 0.095 2.572 3.616
0.300 2.539 -0.090 2.571 3.614
0.600 2.538 -0.151 2.574 3.618
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17
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 17 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.900 2.537 -0.118 2.578 3.619
1.200 2.536 -0.023 2.581 3.618
1.500 2.535 0.104 2.581 3.619
1.800 2.533 0.230 2.576 3.620
2.100 2.532 0.319 2.567 3.620
2.400 2.531 0.345 2.555 3.613
2.700 2.531 0.277 2.542 3.598
3.000 2.529 0.088 2.531 3.579
49 1:LOAD CASE 1 0.000 2.529 0.088 2.531 3.579
0.300 2.526 -0.100 2.523 3.572
0.600 2.522 -0.168 2.517 3.567
0.900 2.520 -0.145 2.509 3.559
1.200 2.516 -0.063 2.499 3.547
1.500 2.513 0.047 2.486 3.535
1.800 2.510 0.152 2.467 3.522
2.100 2.506 0.219 2.445 3.508
2.400 2.503 0.219 2.422 3.490
2.700 2.500 0.123 2.399 3.467
3.000 2.497 -0.097 2.381 3.451
50 1:LOAD CASE 1 0.000 6.621 0.429 6.285 9.139
0.300 6.620 0.177 6.299 9.140
0.600 6.619 0.068 6.330 9.159
0.900 6.618 0.067 6.373 9.187
1.200 6.616 0.140 6.421 9.221
1.500 6.615 0.253 6.469 9.256
1.800 6.614 0.370 6.514 9.290
2.100 6.613 0.453 6.552 9.320
2.400 6.611 0.470 6.581 9.340
2.700 6.610 0.388 6.600 9.349
3.000 6.609 0.177 6.609 9.348
51 1:LOAD CASE 1 0.000 6.609 0.177 6.609 9.348
0.300 6.609 -0.029 6.617 9.352
0.600 6.608 -0.097 6.634 9.364
0.900 6.608 -0.062 6.656 9.379
1.200 6.608 0.042 6.678 9.395
1.500 6.607 0.182 6.699 9.411
1.800 6.607 0.320 6.714 9.425
2.100 6.607 0.420 6.723 9.436
2.400 6.607 0.449 6.726 9.439
2.700 6.606 0.376 6.724 9.434
3.000 6.606 0.169 6.717 9.422
52 1:LOAD CASE 1 0.000 6.606 0.169 6.717 9.422
0.300 6.606 -0.036 6.710 9.417
0.600 6.607 -0.103 6.708 9.416
0.900 6.608 -0.067 6.708 9.416
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18
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 18 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.200 6.608 0.038 6.705 9.414
1.500 6.608 0.177 6.699 9.412
1.800 6.609 0.314 6.688 9.408
2.100 6.610 0.412 6.673 9.401
2.400 6.610 0.440 6.653 9.389
2.700 6.610 0.364 6.632 9.370
3.000 6.611 0.155 6.610 9.350
53 1:LOAD CASE 1 0.000 6.611 0.155 6.610 9.350
0.300 6.612 -0.056 6.589 9.335
0.600 6.614 -0.136 6.566 9.321
0.900 6.616 -0.119 6.540 9.303
1.200 6.617 -0.038 6.509 9.282
1.500 6.618 0.073 6.473 9.258
1.800 6.620 0.176 6.433 9.232
2.100 6.621 0.235 6.390 9.205
2.400 6.623 0.220 6.346 9.175
2.700 6.624 0.098 6.305 9.146
3.000 6.625 -0.161 6.271 9.124
54 1:LOAD CASE 1 0.000 11.365 0.597 10.869 15.737
0.300 11.364 0.328 10.888 15.742
0.600 11.364 0.211 10.934 15.772
0.900 11.364 0.207 10.998 15.816
1.200 11.364 0.282 11.071 15.868
1.500 11.364 0.396 11.146 15.923
1.800 11.364 0.513 11.215 15.974
2.100 11.364 0.592 11.274 16.018
2.400 11.364 0.599 11.320 16.051
2.700 11.364 0.502 11.350 16.069
3.000 11.363 0.267 11.363 16.073
55 1:LOAD CASE 1 0.000 11.363 0.267 11.363 16.073
0.300 11.363 0.042 11.376 16.079
0.600 11.363 -0.031 11.403 16.098
0.900 11.364 0.009 11.437 16.123
1.200 11.363 0.123 11.473 16.149
1.500 11.364 0.276 11.507 16.174
1.800 11.364 0.425 11.532 16.196
2.100 11.364 0.532 11.548 16.211
2.400 11.364 0.561 11.555 16.216
2.700 11.364 0.479 11.551 16.211
3.000 11.364 0.252 11.540 16.198
56 1:LOAD CASE 1 0.000 11.364 0.252 11.540 16.198
0.300 11.364 0.029 11.529 16.188
0.600 11.364 -0.044 11.524 16.185
0.900 11.364 -0.005 11.521 16.183
1.200 11.364 0.110 11.517 16.180
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By Date Chd
File Date/Time
19
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 19 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.500 11.365 0.261 11.507 16.175
1.800 11.364 0.410 11.489 16.165
2.100 11.364 0.515 11.465 16.151
2.400 11.365 0.542 11.434 16.130
2.700 11.365 0.457 11.400 16.104
3.000 11.365 0.227 11.366 16.075
57 1:LOAD CASE 1 0.000 11.365 0.227 11.366 16.075
0.300 11.365 -0.007 11.331 16.049
0.600 11.366 -0.102 11.295 16.024
0.900 11.366 -0.093 11.255 15.996
1.200 11.366 -0.017 11.209 15.963
1.500 11.366 0.090 11.156 15.926
1.800 11.366 0.189 11.095 15.885
2.100 11.367 0.242 11.030 15.841
2.400 11.367 0.217 10.965 15.795
2.700 11.367 0.081 10.903 15.751
3.000 11.367 -0.199 10.850 15.715
58 1:LOAD CASE 1 0.000 15.231 0.690 14.636 21.135
0.300 15.231 0.502 14.657 21.144
0.600 15.232 0.413 14.710 21.179
0.900 15.232 0.398 14.784 21.231
1.200 15.232 0.433 14.871 21.292
1.500 15.232 0.494 14.961 21.357
1.800 15.233 0.554 15.046 21.418
2.100 15.233 0.588 15.120 21.471
2.400 15.233 0.576 15.178 21.511
2.700 15.233 0.496 15.216 21.537
3.000 15.234 0.327 15.234 21.546
59 1:LOAD CASE 1 0.000 15.234 0.327 15.234 21.546
0.300 15.234 0.172 15.248 21.555
0.600 15.234 0.121 15.280 21.577
0.900 15.234 0.148 15.321 21.606
1.200 15.234 0.227 15.365 21.638
1.500 15.235 0.333 15.406 21.669
1.800 15.235 0.434 15.440 21.695
2.100 15.235 0.505 15.462 21.713
2.400 15.235 0.523 15.473 21.721
2.700 15.236 0.464 15.472 21.719
3.000 15.236 0.306 15.459 21.707
60 1:LOAD CASE 1 0.000 15.236 0.306 15.459 21.707
0.300 15.236 0.153 15.443 21.694
0.600 15.236 0.103 15.435 21.688
0.900 15.235 0.131 15.429 21.684
1.200 15.235 0.210 15.421 21.679
1.500 15.236 0.314 15.407 21.670
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File Date/Time
20
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 20 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.800 15.235 0.414 15.385 21.656
2.100 15.235 0.483 15.356 21.636
2.400 15.235 0.498 15.319 21.611
2.700 15.235 0.436 15.279 21.581
3.000 15.235 0.274 15.237 21.548
61 1:LOAD CASE 1 0.000 15.235 0.274 15.237 21.548
0.300 15.234 0.104 15.193 21.516
0.600 15.234 0.024 15.147 21.483
0.900 15.234 0.011 15.096 21.447
1.200 15.234 0.040 15.039 21.406
1.500 15.234 0.088 14.974 21.361
1.800 15.233 0.130 14.902 21.311
2.100 15.233 0.141 14.826 21.257
2.400 15.233 0.102 14.749 21.204
2.700 15.233 -0.007 14.676 21.153
3.000 15.232 -0.206 14.613 21.109
62 1:LOAD CASE 1 0.000 17.576 0.726 16.917 24.405
0.300 17.575 0.607 16.938 24.416
0.600 17.573 0.540 16.994 24.452
0.900 17.572 0.512 17.074 24.506
1.200 17.571 0.509 17.167 24.570
1.500 17.569 0.521 17.264 24.638
1.800 17.568 0.531 17.357 24.702
2.100 17.567 0.530 17.437 24.758
2.400 17.566 0.506 17.501 24.801
2.700 17.564 0.451 17.544 24.829
3.000 17.563 0.353 17.563 24.840
63 1:LOAD CASE 1 0.000 17.563 0.353 17.563 24.840
0.300 17.563 0.269 17.579 24.850
0.600 17.563 0.243 17.613 24.874
0.900 17.563 0.257 17.658 24.906
1.200 17.562 0.299 17.706 24.940
1.500 17.562 0.353 17.752 24.974
1.800 17.562 0.404 17.789 25.001
2.100 17.562 0.439 17.815 25.020
2.400 17.562 0.446 17.829 25.029
2.700 17.561 0.414 17.828 25.028
3.000 17.561 0.330 17.814 25.017
64 1:LOAD CASE 1 0.000 17.561 0.330 17.814 25.017
0.300 17.563 0.251 17.797 25.005
0.600 17.564 0.229 17.787 24.998
0.900 17.566 0.247 17.779 24.994
1.200 17.567 0.290 17.768 24.988
1.500 17.568 0.343 17.752 24.978
1.800 17.570 0.393 17.728 24.963
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Job No Sheet No Rev
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By Date Chd
File Date/Time
21
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 21 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.100 17.571 0.424 17.696 24.941
2.400 17.572 0.425 17.657 24.914
2.700 17.574 0.385 17.613 24.884
3.000 17.576 0.295 17.567 24.851
65 1:LOAD CASE 1 0.000 17.576 0.295 17.567 24.851
0.300 17.578 0.197 17.519 24.818
0.600 17.580 0.142 17.468 24.783
0.900 17.582 0.118 17.412 24.745
1.200 17.584 0.112 17.350 24.703
1.500 17.586 0.110 17.280 24.655
1.800 17.589 0.102 17.202 24.603
2.100 17.592 0.076 17.121 24.548
2.400 17.594 0.021 17.039 24.492
2.700 17.596 -0.070 16.961 24.440
3.000 17.598 -0.205 16.893 24.395
66 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.057 0.025 0.060 0.086
0.600 0.175 0.050 0.180 0.256
0.900 0.347 0.075 0.354 0.501
1.200 0.567 0.100 0.573 0.812
1.500 0.827 0.124 0.828 1.177
1.800 1.124 0.149 1.117 1.591
2.100 1.446 0.174 1.424 2.037
2.400 1.787 0.199 1.743 2.505
2.700 2.140 0.224 2.067 2.984
3.000 2.499 0.249 2.388 3.465
67 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.064 0.010 0.064 0.090
0.600 0.192 0.020 0.192 0.272
0.900 0.377 0.030 0.377 0.534
1.200 0.609 0.040 0.609 0.862
1.500 0.881 0.050 0.881 1.247
1.800 1.186 0.060 1.186 1.679
2.100 1.512 0.070 1.512 2.139
2.400 1.850 0.080 1.850 2.618
2.700 2.192 0.090 2.192 3.102
3.000 2.530 0.100 2.530 3.580
68 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.064 0.010 0.065 0.091
0.600 0.193 0.019 0.195 0.275
0.900 0.379 0.029 0.383 0.540
1.200 0.613 0.038 0.619 0.872
1.500 0.886 0.048 0.895 1.260
1.800 1.193 0.057 1.206 1.697
2.100 1.520 0.067 1.537 2.163
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File Date/Time
22
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 22 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.400 1.859 0.076 1.881 2.645
2.700 2.202 0.086 2.228 3.134
3.000 2.540 0.095 2.572 3.616
69 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.064 0.009 0.064 0.090
0.600 0.192 0.018 0.192 0.272
0.900 0.376 0.026 0.377 0.533
1.200 0.609 0.035 0.609 0.862
1.500 0.880 0.044 0.881 1.246
1.800 1.185 0.053 1.186 1.678
2.100 1.511 0.062 1.513 2.139
2.400 1.849 0.071 1.851 2.617
2.700 2.191 0.079 2.193 3.101
3.000 2.529 0.088 2.531 3.579
70 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.056 -0.010 0.059 0.082
0.600 0.173 -0.019 0.180 0.250
0.900 0.345 -0.029 0.353 0.494
1.200 0.564 -0.039 0.571 0.803
1.500 0.823 -0.049 0.826 1.167
1.800 1.120 -0.058 1.113 1.580
2.100 1.442 -0.068 1.419 2.025
2.400 1.783 -0.078 1.738 2.491
2.700 2.137 -0.087 2.061 2.970
3.000 2.497 -0.097 2.381 3.451
71 1:LOAD CASE 1 0.000 2.499 0.249 2.388 3.465
0.300 2.864 0.267 2.721 3.959
0.600 3.251 0.285 3.085 4.491
0.900 3.655 0.303 3.474 5.052
1.200 4.072 0.321 3.880 5.634
1.500 4.499 0.339 4.296 6.230
1.800 4.930 0.357 4.716 6.832
2.100 5.362 0.375 5.131 7.431
2.400 5.790 0.393 5.536 8.020
2.700 6.211 0.411 5.922 8.592
3.000 6.621 0.429 6.285 9.139
72 1:LOAD CASE 1 0.000 2.530 0.100 2.530 3.580
0.300 2.881 0.107 2.881 4.075
0.600 3.263 0.115 3.263 4.616
0.900 3.671 0.123 3.671 5.193
1.200 4.096 0.131 4.096 5.794
1.500 4.532 0.138 4.532 6.410
1.800 4.971 0.146 4.971 7.031
2.100 5.405 0.154 5.405 7.645
2.400 5.827 0.162 5.827 8.242
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By Date Chd
File Date/Time
23
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 23 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.700 6.230 0.169 6.230 8.813
3.000 6.609 0.177 6.609 9.348
73 1:LOAD CASE 1 0.000 2.540 0.095 2.572 3.616
0.300 2.890 0.103 2.928 4.115
0.600 3.272 0.110 3.317 4.660
0.900 3.678 0.117 3.731 5.241
1.200 4.102 0.125 4.163 5.846
1.500 4.537 0.132 4.606 6.467
1.800 4.975 0.139 5.052 7.092
2.100 5.407 0.147 5.493 7.710
2.400 5.828 0.154 5.922 8.310
2.700 6.230 0.161 6.332 8.884
3.000 6.606 0.169 6.717 9.422
74 1:LOAD CASE 1 0.000 2.529 0.088 2.531 3.579
0.300 2.880 0.095 2.881 4.075
0.600 3.262 0.101 3.264 4.616
0.900 3.670 0.108 3.672 5.192
1.200 4.096 0.115 4.097 5.794
1.500 4.532 0.121 4.533 6.411
1.800 4.971 0.128 4.972 7.032
2.100 5.405 0.135 5.406 7.645
2.400 5.827 0.141 5.828 8.243
2.700 6.232 0.148 6.232 8.814
3.000 6.611 0.155 6.610 9.350
75 1:LOAD CASE 1 0.000 2.497 -0.097 2.381 3.451
0.300 2.863 -0.104 2.713 3.946
0.600 3.250 -0.110 3.077 4.477
0.900 3.655 -0.116 3.465 5.038
1.200 4.072 -0.123 3.870 5.619
1.500 4.498 -0.129 4.286 6.214
1.800 4.930 -0.136 4.705 6.816
2.100 5.362 -0.142 5.119 7.415
2.400 5.791 -0.148 5.523 8.004
2.700 6.213 -0.155 5.909 8.576
3.000 6.625 -0.161 6.271 9.124
76 1:LOAD CASE 1 0.000 6.621 0.429 6.285 9.139
0.300 7.046 0.446 6.665 9.709
0.600 7.502 0.463 7.094 10.335
0.900 7.981 0.479 7.559 11.003
1.200 8.477 0.496 8.050 11.700
1.500 8.981 0.513 8.555 12.414
1.800 9.486 0.530 9.061 13.128
2.100 9.983 0.547 9.556 13.831
2.400 10.467 0.564 10.030 14.508
2.700 10.929 0.581 10.471 15.147
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Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
24
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 24 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
3.000 11.365 0.597 10.869 15.737
77 1:LOAD CASE 1 0.000 6.609 0.177 6.609 9.348
0.300 7.004 0.186 7.004 9.907
0.600 7.450 0.195 7.450 10.538
0.900 7.933 0.204 7.933 11.221
1.200 8.443 0.213 8.443 11.942
1.500 8.967 0.222 8.967 12.682
1.800 9.492 0.231 9.492 13.425
2.100 10.005 0.240 10.005 14.151
2.400 10.496 0.249 10.496 14.845
2.700 10.952 0.258 10.952 15.491
3.000 11.363 0.267 11.363 16.073
78 1:LOAD CASE 1 0.000 6.606 0.169 6.717 9.422
0.300 7.001 0.177 7.118 9.986
0.600 7.446 0.185 7.571 10.620
0.900 7.930 0.193 8.061 11.310
1.200 8.440 0.202 8.578 12.036
1.500 8.965 0.210 9.110 12.783
1.800 9.491 0.218 9.642 13.531
2.100 10.006 0.227 10.163 14.263
2.400 10.497 0.235 10.660 14.962
2.700 10.953 0.243 11.123 15.612
3.000 11.364 0.252 11.540 16.198
79 1:LOAD CASE 1 0.000 6.611 0.155 6.610 9.350
0.300 7.007 0.162 7.006 9.910
0.600 7.453 0.169 7.452 10.541
0.900 7.936 0.177 7.935 11.224
1.200 8.445 0.184 8.445 11.945
1.500 8.969 0.191 8.969 12.685
1.800 9.494 0.198 9.494 13.427
2.100 10.006 0.205 10.007 14.153
2.400 10.497 0.213 10.498 14.847
2.700 10.954 0.220 10.954 15.493
3.000 11.365 0.227 11.366 16.075
80 1:LOAD CASE 1 0.000 6.625 -0.161 6.271 9.124
0.300 7.051 -0.165 6.651 9.694
0.600 7.508 -0.169 7.079 10.320
0.900 7.987 -0.173 7.544 10.987
1.200 8.481 -0.176 8.034 11.683
1.500 8.983 -0.180 8.538 12.395
1.800 9.487 -0.184 9.043 13.108
2.100 9.983 -0.188 9.538 13.809
2.400 10.466 -0.192 10.012 14.485
2.700 10.930 -0.195 10.452 15.125
3.000 11.367 -0.199 10.850 15.715
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Job No Sheet No Rev
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By Date Chd
File Date/Time
25
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 25 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
81 1:LOAD CASE 1 0.000 11.365 0.597 10.869 15.737
0.300 11.782 0.606 11.247 16.300
0.600 12.205 0.615 11.646 16.881
0.900 12.629 0.625 12.058 17.472
1.200 13.049 0.634 12.474 18.063
1.500 13.461 0.643 12.888 18.647
1.800 13.858 0.653 13.290 19.212
2.100 14.238 0.662 13.673 19.751
2.400 14.596 0.671 14.030 20.256
2.700 14.928 0.681 14.353 20.720
3.000 15.231 0.690 14.636 21.135
82 1:LOAD CASE 1 0.000 11.363 0.267 11.363 16.073
0.300 11.753 0.273 11.753 16.623
0.600 12.163 0.278 12.163 17.204
0.900 12.587 0.285 12.587 17.803
1.200 13.015 0.291 13.015 18.408
1.500 13.441 0.297 13.441 19.010
1.800 13.853 0.303 13.853 19.594
2.100 14.246 0.309 14.246 20.149
2.400 14.612 0.314 14.612 20.667
2.700 14.943 0.320 14.943 21.136
3.000 15.234 0.327 15.234 21.546
83 1:LOAD CASE 1 0.000 11.364 0.252 11.540 16.198
0.300 11.753 0.258 11.934 16.752
0.600 12.163 0.263 12.350 17.336
0.900 12.587 0.268 12.779 17.939
1.200 13.016 0.274 13.213 18.549
1.500 13.443 0.279 13.644 19.156
1.800 13.857 0.285 14.061 19.744
2.100 14.250 0.290 14.459 20.303
2.400 14.616 0.295 14.829 20.824
2.700 14.947 0.301 15.165 21.295
3.000 15.236 0.306 15.459 21.707
84 1:LOAD CASE 1 0.000 11.365 0.227 11.366 16.075
0.300 11.755 0.232 11.755 16.626
0.600 12.165 0.236 12.166 17.206
0.900 12.589 0.241 12.589 17.805
1.200 13.016 0.246 13.018 18.411
1.500 13.441 0.250 13.443 19.012
1.800 13.853 0.255 13.856 19.595
2.100 14.246 0.260 14.249 20.151
2.400 14.612 0.264 14.615 20.668
2.700 14.944 0.269 14.946 21.137
3.000 15.235 0.274 15.237 21.548
85 1:LOAD CASE 1 0.000 11.367 -0.199 10.850 15.715
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26
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 26 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.300 11.786 -0.200 11.228 16.279
0.600 12.209 -0.200 11.626 16.860
0.900 12.633 -0.202 12.037 17.451
1.200 13.052 -0.203 12.453 18.041
1.500 13.462 -0.203 12.867 18.623
1.800 13.858 -0.204 13.268 19.187
2.100 14.236 -0.204 13.650 19.724
2.400 14.594 -0.205 14.007 20.229
2.700 14.927 -0.206 14.330 20.693
3.000 15.232 -0.206 14.613 21.109
86 1:LOAD CASE 1 0.000 15.231 0.690 14.636 21.135
0.300 15.508 0.694 14.892 21.512
0.600 15.780 0.697 15.153 21.888
0.900 16.045 0.700 15.414 22.260
1.200 16.302 0.703 15.672 22.624
1.500 16.548 0.707 15.922 22.975
1.800 16.781 0.711 16.159 23.307
2.100 17.001 0.715 16.380 23.619
2.400 17.208 0.718 16.583 23.908
2.700 17.400 0.722 16.763 24.171
3.000 17.576 0.726 16.917 24.405
87 1:LOAD CASE 1 0.000 15.234 0.327 15.234 21.546
0.300 15.495 0.330 15.495 21.916
0.600 15.762 0.332 15.762 22.293
0.900 16.029 0.335 16.029 22.670
1.200 16.292 0.338 16.292 23.043
1.500 16.548 0.341 16.548 23.404
1.800 16.790 0.343 16.790 23.747
2.100 17.016 0.346 17.016 24.066
2.400 17.222 0.349 17.222 24.358
2.700 17.406 0.351 17.406 24.618
3.000 17.563 0.353 17.563 24.840
88 1:LOAD CASE 1 0.000 15.236 0.306 15.459 21.707
0.300 15.496 0.308 15.723 22.079
0.600 15.763 0.311 15.993 22.458
0.900 16.031 0.314 16.263 22.838
1.200 16.295 0.316 16.529 23.213
1.500 16.552 0.318 16.788 23.578
1.800 16.795 0.321 17.032 23.923
2.100 17.022 0.324 17.261 24.244
2.400 17.227 0.326 17.470 24.537
2.700 17.408 0.328 17.655 24.796
3.000 17.561 0.330 17.814 25.017
89 1:LOAD CASE 1 0.000 15.235 0.274 15.237 21.548
0.300 15.498 0.276 15.498 21.919
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27
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 27 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.600 15.765 0.278 15.765 22.297
0.900 16.033 0.280 16.032 22.675
1.200 16.296 0.282 16.295 23.047
1.500 16.552 0.284 16.551 23.409
1.800 16.795 0.286 16.793 23.752
2.100 17.022 0.288 17.019 24.073
2.400 17.230 0.290 17.226 24.366
2.700 17.416 0.292 17.409 24.627
3.000 17.576 0.295 17.567 24.851
90 1:LOAD CASE 1 0.000 15.232 -0.206 14.613 21.109
0.300 15.511 -0.206 14.869 21.488
0.600 15.784 -0.206 15.129 21.865
0.900 16.049 -0.206 15.390 22.237
1.200 16.305 -0.206 15.647 22.599
1.500 16.551 -0.206 15.897 22.950
1.800 16.785 -0.206 16.134 23.283
2.100 17.006 -0.205 16.356 23.596
2.400 17.216 -0.205 16.558 23.887
2.700 17.413 -0.205 16.738 24.154
3.000 17.598 -0.205 16.893 24.395
91 1:LOAD CASE 1 0.000 2.540 0.247 2.393 3.499
0.300 2.543 0.029 2.407 3.502
0.600 2.547 -0.059 2.427 3.519
0.900 2.550 -0.047 2.450 3.537
1.200 2.553 0.030 2.474 3.555
1.500 2.556 0.144 2.494 3.574
1.800 2.559 0.259 2.510 3.594
2.100 2.563 0.341 2.522 3.611
2.400 2.566 0.361 2.529 3.621
2.700 2.569 0.289 2.535 3.621
3.000 2.572 0.095 2.540 3.616
92 1:LOAD CASE 1 0.000 2.572 0.095 2.540 3.616
0.300 2.573 -0.094 2.548 3.622
0.600 2.574 -0.155 2.560 3.634
0.900 2.575 -0.122 2.572 3.641
1.200 2.576 -0.025 2.583 3.648
1.500 2.577 0.105 2.590 3.655
1.800 2.578 0.232 2.592 3.663
2.100 2.579 0.324 2.591 3.670
2.400 2.579 0.351 2.587 3.670
2.700 2.580 0.283 2.583 3.662
3.000 2.581 0.091 2.581 3.652
93 1:LOAD CASE 1 0.000 2.581 0.091 2.581 3.652
0.300 2.580 -0.097 2.583 3.653
0.600 2.579 -0.159 2.587 3.657
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28
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 28 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.900 2.578 -0.126 2.591 3.657
1.200 2.577 -0.029 2.592 3.655
1.500 2.576 0.100 2.590 3.654
1.800 2.575 0.228 2.583 3.654
2.100 2.574 0.319 2.572 3.653
2.400 2.572 0.345 2.560 3.645
2.700 2.572 0.276 2.548 3.631
3.000 2.570 0.084 2.540 3.614
94 1:LOAD CASE 1 0.000 2.570 0.084 2.540 3.614
0.300 2.567 -0.108 2.535 3.609
0.600 2.564 -0.176 2.529 3.605
0.900 2.560 -0.153 2.521 3.596
1.200 2.557 -0.070 2.510 3.583
1.500 2.554 0.043 2.494 3.570
1.800 2.551 0.149 2.473 3.556
2.100 2.547 0.217 2.450 3.541
2.400 2.544 0.217 2.427 3.523
2.700 2.540 0.120 2.407 3.501
3.000 2.537 -0.104 2.393 3.489
95 1:LOAD CASE 1 0.000 6.730 0.424 6.274 9.211
0.300 6.729 0.168 6.299 9.219
0.600 6.727 0.057 6.335 9.241
0.900 6.726 0.056 6.378 9.270
1.200 6.725 0.130 6.424 9.301
1.500 6.723 0.246 6.468 9.333
1.800 6.722 0.364 6.508 9.363
2.100 6.721 0.449 6.542 9.390
2.400 6.719 0.466 6.570 9.409
2.700 6.718 0.383 6.591 9.419
3.000 6.717 0.169 6.606 9.422
96 1:LOAD CASE 1 0.000 6.717 0.169 6.606 9.422
0.300 6.716 -0.040 6.621 9.431
0.600 6.716 -0.110 6.640 9.445
0.900 6.716 -0.074 6.661 9.459
1.200 6.715 0.032 6.680 9.472
1.500 6.715 0.174 6.696 9.485
1.800 6.715 0.314 6.706 9.495
2.100 6.714 0.415 6.712 9.503
2.400 6.714 0.445 6.714 9.505
2.700 6.714 0.370 6.714 9.502
3.000 6.713 0.160 6.713 9.495
97 1:LOAD CASE 1 0.000 6.713 0.160 6.713 9.495
0.300 6.713 -0.047 6.714 9.494
0.600 6.714 -0.115 6.714 9.495
0.900 6.714 -0.079 6.712 9.494
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Job No Sheet No Rev
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By Date Chd
File Date/Time
29
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 29 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.200 6.715 0.027 6.707 9.491
1.500 6.715 0.169 6.696 9.485
1.800 6.716 0.308 6.680 9.477
2.100 6.716 0.408 6.661 9.468
2.400 6.716 0.436 6.640 9.455
2.700 6.717 0.359 6.621 9.438
3.000 6.717 0.146 6.606 9.423
98 1:LOAD CASE 1 0.000 6.717 0.146 6.606 9.423
0.300 6.719 -0.068 6.591 9.412
0.600 6.720 -0.149 6.570 9.399
0.900 6.722 -0.131 6.543 9.381
1.200 6.723 -0.049 6.508 9.357
1.500 6.724 0.063 6.469 9.331
1.800 6.726 0.168 6.424 9.302
2.100 6.728 0.228 6.378 9.273
2.400 6.729 0.213 6.335 9.244
2.700 6.730 0.089 6.299 9.218
3.000 6.731 -0.174 6.274 9.204
99 1:LOAD CASE 1 0.000 11.542 0.586 10.859 15.858
0.300 11.542 0.313 10.896 15.875
0.600 11.542 0.194 10.950 15.911
0.900 11.541 0.191 11.015 15.955
1.200 11.541 0.266 11.084 16.004
1.500 11.541 0.382 11.151 16.053
1.800 11.541 0.501 11.212 16.098
2.100 11.541 0.581 11.264 16.137
2.400 11.540 0.588 11.307 16.167
2.700 11.540 0.489 11.340 16.186
3.000 11.540 0.252 11.364 16.198
100 1:LOAD CASE 1 0.000 11.540 0.252 11.364 16.198
0.300 11.540 0.025 11.387 16.212
0.600 11.540 -0.050 11.418 16.234
0.900 11.540 -0.010 11.450 16.257
1.200 11.539 0.106 11.481 16.278
1.500 11.539 0.261 11.506 16.298
1.800 11.539 0.413 11.524 16.313
2.100 11.539 0.520 11.534 16.324
2.400 11.539 0.550 11.538 16.328
2.700 11.539 0.467 11.539 16.325
3.000 11.539 0.236 11.539 16.320
101 1:LOAD CASE 1 0.000 11.539 0.236 11.539 16.320
0.300 11.539 0.010 11.539 16.318
0.600 11.539 -0.064 11.538 16.318
0.900 11.539 -0.024 11.534 16.315
1.200 11.539 0.092 11.524 16.308
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Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
30
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 30 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.500 11.539 0.246 11.506 16.297
1.800 11.539 0.396 11.481 16.282
2.100 11.539 0.503 11.450 16.264
2.400 11.539 0.530 11.418 16.242
2.700 11.539 0.445 11.387 16.217
3.000 11.539 0.212 11.364 16.196
102 1:LOAD CASE 1 0.000 11.539 0.212 11.364 16.196
0.300 11.539 -0.025 11.340 16.178
0.600 11.539 -0.121 11.307 16.156
0.900 11.539 -0.113 11.264 16.126
1.200 11.539 -0.036 11.212 16.089
1.500 11.540 0.073 11.150 16.047
1.800 11.540 0.173 11.083 16.001
2.100 11.540 0.227 11.014 15.954
2.400 11.540 0.201 10.950 15.910
2.700 11.540 0.063 10.896 15.871
3.000 11.540 -0.220 10.859 15.848
103 1:LOAD CASE 1 0.000 15.458 0.674 14.625 21.291
0.300 15.458 0.483 14.669 21.315
0.600 15.458 0.393 14.732 21.357
0.900 15.458 0.378 14.808 21.409
1.200 15.458 0.414 14.889 21.466
1.500 15.458 0.475 14.970 21.524
1.800 15.458 0.536 15.044 21.577
2.100 15.458 0.571 15.109 21.623
2.400 15.458 0.558 15.163 21.661
2.700 15.459 0.477 15.205 21.689
3.000 15.459 0.306 15.236 21.707
104 1:LOAD CASE 1 0.000 15.459 0.306 15.236 21.707
0.300 15.459 0.149 15.265 21.726
0.600 15.459 0.098 15.301 21.751
0.900 15.459 0.126 15.340 21.778
1.200 15.459 0.205 15.376 21.805
1.500 15.459 0.311 15.408 21.829
1.800 15.459 0.414 15.431 21.847
2.100 15.459 0.486 15.447 21.859
2.400 15.459 0.504 15.455 21.865
2.700 15.459 0.445 15.458 21.867
3.000 15.459 0.285 15.459 21.864
105 1:LOAD CASE 1 0.000 15.459 0.285 15.459 21.864
0.300 15.459 0.130 15.458 21.862
0.600 15.459 0.080 15.455 21.859
0.900 15.458 0.109 15.447 21.853
1.200 15.458 0.188 15.431 21.843
1.500 15.458 0.293 15.408 21.828
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File Date/Time
31
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 31 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.800 15.458 0.394 15.376 21.806
2.100 15.458 0.464 15.339 21.782
2.400 15.457 0.480 15.301 21.754
2.700 15.457 0.417 15.265 21.728
3.000 15.456 0.253 15.236 21.705
106 1:LOAD CASE 1 0.000 15.456 0.253 15.236 21.705
0.300 15.456 0.081 15.205 21.682
0.600 15.456 0.000 15.163 21.652
0.900 15.455 -0.013 15.109 21.614
1.200 15.455 0.016 15.044 21.568
1.500 15.455 0.064 14.970 21.516
1.800 15.454 0.106 14.889 21.460
2.100 15.454 0.118 14.807 21.404
2.400 15.454 0.079 14.732 21.351
2.700 15.454 -0.031 14.669 21.307
3.000 15.453 -0.234 14.625 21.278
107 1:LOAD CASE 1 0.000 17.829 0.707 16.900 24.576
0.300 17.827 0.587 16.946 24.603
0.600 17.826 0.519 17.014 24.647
0.900 17.824 0.491 17.095 24.702
1.200 17.823 0.488 17.182 24.761
1.500 17.822 0.499 17.269 24.821
1.800 17.820 0.511 17.350 24.877
2.100 17.819 0.509 17.421 24.925
2.400 17.817 0.485 17.481 24.965
2.700 17.816 0.428 17.528 24.996
3.000 17.814 0.330 17.561 25.017
108 1:LOAD CASE 1 0.000 17.814 0.330 17.561 25.017
0.300 17.814 0.246 17.592 25.038
0.600 17.814 0.219 17.632 25.065
0.900 17.813 0.233 17.674 25.094
1.200 17.813 0.274 17.714 25.123
1.500 17.813 0.329 17.749 25.148
1.800 17.812 0.381 17.776 25.167
2.100 17.812 0.417 17.794 25.180
2.400 17.812 0.423 17.804 25.188
2.700 17.811 0.390 17.809 25.190
3.000 17.811 0.307 17.811 25.190
109 1:LOAD CASE 1 0.000 17.811 0.307 17.811 25.190
0.300 17.812 0.228 17.809 25.189
0.600 17.813 0.204 17.804 25.186
0.900 17.815 0.222 17.794 25.180
1.200 17.816 0.265 17.776 25.168
1.500 17.818 0.319 17.749 25.152
1.800 17.819 0.369 17.714 25.128
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By Date Chd
File Date/Time
32
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 32 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.100 17.820 0.401 17.674 25.101
2.400 17.821 0.403 17.632 25.073
2.700 17.822 0.364 17.593 25.046
3.000 17.824 0.271 17.561 25.023
110 1:LOAD CASE 1 0.000 17.824 0.271 17.561 25.023
0.300 17.826 0.172 17.527 25.000
0.600 17.828 0.117 17.481 24.969
0.900 17.830 0.093 17.421 24.928
1.200 17.832 0.086 17.350 24.880
1.500 17.835 0.085 17.269 24.825
1.800 17.837 0.076 17.182 24.766
2.100 17.839 0.050 17.095 24.707
2.400 17.841 -0.005 17.013 24.653
2.700 17.843 -0.097 16.946 24.608
3.000 17.845 -0.234 16.900 24.579
111 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.058 0.025 0.060 0.087
0.600 0.177 0.049 0.181 0.259
0.900 0.353 0.074 0.356 0.506
1.200 0.576 0.099 0.575 0.820
1.500 0.840 0.123 0.832 1.189
1.800 1.143 0.148 1.121 1.607
2.100 1.471 0.173 1.429 2.058
2.400 1.817 0.198 1.749 2.530
2.700 2.176 0.222 2.073 3.013
3.000 2.540 0.247 2.393 3.499
112 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.065 0.010 0.064 0.091
0.600 0.195 0.019 0.193 0.275
0.900 0.383 0.029 0.379 0.540
1.200 0.619 0.038 0.613 0.872
1.500 0.895 0.048 0.886 1.260
1.800 1.206 0.057 1.193 1.697
2.100 1.537 0.067 1.520 2.163
2.400 1.881 0.076 1.859 2.645
2.700 2.228 0.086 2.202 3.134
3.000 2.572 0.095 2.540 3.616
113 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.065 0.009 0.065 0.093
0.600 0.196 0.018 0.196 0.278
0.900 0.385 0.027 0.385 0.546
1.200 0.623 0.036 0.623 0.882
1.500 0.900 0.046 0.900 1.274
1.800 1.212 0.055 1.212 1.715
2.100 1.545 0.064 1.545 2.185
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File Date/Time
33
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 33 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.400 1.889 0.073 1.889 2.672
2.700 2.237 0.082 2.237 3.165
3.000 2.581 0.091 2.581 3.652
114 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.064 0.008 0.064 0.091
0.600 0.195 0.017 0.193 0.275
0.900 0.383 0.025 0.379 0.539
1.200 0.618 0.034 0.613 0.871
1.500 0.894 0.042 0.886 1.259
1.800 1.204 0.050 1.193 1.696
2.100 1.536 0.059 1.520 2.161
2.400 1.879 0.067 1.859 2.644
2.700 2.226 0.076 2.202 3.132
3.000 2.570 0.084 2.540 3.614
115 1:LOAD CASE 1 0.000 0.000 0.000 0.000 0.000
0.300 0.057 -0.010 0.060 0.083
0.600 0.176 -0.021 0.181 0.254
0.900 0.351 -0.031 0.356 0.501
1.200 0.573 -0.042 0.575 0.813
1.500 0.836 -0.052 0.832 1.181
1.800 1.138 -0.062 1.121 1.599
2.100 1.466 -0.073 1.429 2.048
2.400 1.812 -0.083 1.749 2.520
2.700 2.171 -0.094 2.073 3.003
3.000 2.537 -0.104 2.393 3.489
116 1:LOAD CASE 1 0.000 2.540 0.247 2.393 3.499
0.300 2.912 0.265 2.725 3.997
0.600 3.305 0.282 3.089 4.532
0.900 3.716 0.300 3.476 5.097
1.200 4.140 0.318 3.881 5.683
1.500 4.573 0.335 4.296 6.284
1.800 5.012 0.353 4.714 6.889
2.100 5.451 0.371 5.127 7.493
2.400 5.886 0.389 5.529 8.085
2.700 6.314 0.406 5.914 8.660
3.000 6.730 0.424 6.274 9.211
117 1:LOAD CASE 1 0.000 2.572 0.095 2.540 3.616
0.300 2.928 0.103 2.890 4.115
0.600 3.317 0.110 3.272 4.660
0.900 3.731 0.117 3.678 5.241
1.200 4.163 0.125 4.102 5.846
1.500 4.606 0.132 4.537 6.467
1.800 5.052 0.139 4.975 7.092
2.100 5.493 0.147 5.407 7.710
2.400 5.922 0.154 5.828 8.310
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By Date Chd
File Date/Time
34
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 34 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.700 6.332 0.161 6.230 8.884
3.000 6.717 0.169 6.606 9.422
118 1:LOAD CASE 1 0.000 2.581 0.091 2.581 3.652
0.300 2.937 0.098 2.937 4.154
0.600 3.325 0.105 3.325 4.703
0.900 3.738 0.112 3.738 5.288
1.200 4.169 0.119 4.169 5.898
1.500 4.611 0.126 4.611 6.522
1.800 5.056 0.133 5.056 7.151
2.100 5.495 0.140 5.495 7.773
2.400 5.923 0.146 5.923 8.377
2.700 6.331 0.153 6.331 8.954
3.000 6.713 0.160 6.713 9.495
119 1:LOAD CASE 1 0.000 2.570 0.084 2.540 3.614
0.300 2.927 0.090 2.890 4.114
0.600 3.315 0.097 3.272 4.659
0.900 3.730 0.103 3.678 5.239
1.200 4.162 0.109 4.102 5.845
1.500 4.605 0.115 4.537 6.466
1.800 5.051 0.121 4.975 7.091
2.100 5.492 0.127 5.407 7.709
2.400 5.922 0.134 5.828 8.310
2.700 6.332 0.140 6.230 8.884
3.000 6.717 0.146 6.606 9.423
120 1:LOAD CASE 1 0.000 2.537 -0.104 2.393 3.489
0.300 2.909 -0.111 2.725 3.988
0.600 3.303 -0.118 3.089 4.524
0.900 3.714 -0.125 3.476 5.089
1.200 4.138 -0.132 3.881 5.675
1.500 4.571 -0.139 4.296 6.274
1.800 5.009 -0.146 4.714 6.880
2.100 5.449 -0.153 5.127 7.483
2.400 5.884 -0.160 5.529 8.076
2.700 6.313 -0.167 5.914 8.652
3.000 6.731 -0.174 6.274 9.204
121 1:LOAD CASE 1 0.000 6.730 0.424 6.274 9.211
0.300 7.161 0.440 6.653 9.785
0.600 7.624 0.457 7.081 10.415
0.900 8.111 0.473 7.547 11.089
1.200 8.613 0.489 8.038 11.791
1.500 9.125 0.505 8.543 12.510
1.800 9.637 0.521 9.050 13.231
2.100 10.142 0.538 9.547 13.938
2.400 10.632 0.554 10.020 14.620
2.700 11.101 0.570 10.462 15.264
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Software licensed to
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Client
Job No Sheet No Rev
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By Date Chd
File Date/Time
35
19-Jun-15
19-Jun-2015 19:49Structure1.std
Print Time/Date: 19/06/2015 23:19 Print Run 35 of 527STAAD.Pro V8i (SELECTseries 5) 20.07.10.65
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
3.000 11.542 0.586 10.859 15.858
122 1:LOAD CASE 1 0.000 6.717 0.169 6.606 9.422
0.300 7.118 0.177 7.001 9.986
0.600 7.571 0.185 7.446 10.620
0.900 8.061 0.193 7.930 11.310
1.200 8.578 0.202 8.440 12.036
1.500 9.110 0.210 8.965 12.783
1.800 9.642 0.218 9.491 13.531
2.100 10.163 0.227 10.006 14.263
2.400 10.660 0.235 10.497 14.962
2.700 11.123 0.243 10.953 15.612
3.000 11.540 0.252 11.364 16.198
123 1:LOAD CASE 1 0.000 6.713 0.160 6.713 9.495
0.300 7.114 0.168 7.114 10.062
0.600 7.566 0.175 7.566 10.701
0.900 8.057 0.183 8.057 11.395
1.200 8.575 0.191 8.575 12.128
1.500 9.107 0.199 9.107 12.881
1.800 9.640 0.206 9.640 13.635
2.100 10.162 0.213 10.162 14.373
2.400 10.660 0.221 10.660 15.077
2.700 11.123 0.229 11.123 15.732
3.000 11.539 0.236 11.539 16.320
124 1:LOAD CASE 1 0.000 6.717 0.146 6.606 9.423
0.300 7.119 0.153 7.001 9.986
0.600 7.572 0.159 7.446 10.621
0.900 8.062 0.166 7.930 11.310
1.200 8.579 0.172 8.440 12.036
1.500 9.110 0.179 8.965 12.782
1.800 9.641 0.185 9.491 13.530
2.100 10.162 0.192 10.006 14.262
2.400 10.659 0.199 10.497 14.961
2.700 11.122 0.205 10.953 15.611