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© MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\SAMPLES\FRAME 12-14
11111Architech Consults (U) Ltd.P.O. Box 21879
Kampala
Uganda
Telephone: +256 0392 947 199 Email: [email protected]
Job RefSheetMade byDateCheckedApproved
: : / : : 02 February 2014 / Ver. 2011.04: :
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
X
Y
Z
-6 -6
(3) (4) M 1, 8.000 m
(5) M 2, 7.000 m
(1)
M 3
, 6.0
00 m
(2)
M 4
, 6.0
00 m
Load Diagram - Load Case 001 - All GroupsFrame Geometry - (Full Frame) - Front View
Not to Scale
© MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\SAMPLES\FRAME 12-14
11111Architech Consults (U) Ltd.P.O. Box 21879
Kampala
Uganda
Telephone: +256 0392 947 199 Email: [email protected]
Job RefSheetMade byDateCheckedApproved
: : / : : 02 February 2014 / Ver. 2011.04: :
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
MasterFrame Data FileLoading Cases and Load Combination
Load Group LabelsLoad Group UT Unity Load Factor (All Cases)Load Group D1 Dead LoadLoad Group L1 Live Load
Load Case 001 : Dead plus Live (Ultimate)Load Combination + 1.00 UT + 1.00 D1 + 1.00 L1
Load Case 002 : Live Only (Serviceability)Load Combination + 1.00 UT + 1.00 L1
The Nodal Co-ordinates Node X (m) Y (m) Z (m) Node X (m) Y (m) Z (m) 1 0.000 0.000 0.000 2 8.000 0.000 0.000 3 0.000 6.000 0.000 4 8.000 6.000 0.000 5 15.000 6.000 0.000
Member Properties
Members 1-2 M ... ... 250x600 E 26.00E6 G 10.0E6 A 1500E-4 Ix 450000E-8 Iy 78125E-8 J 312500E-8
Members 3-4 M ... ... 250x250 E 26.00E6 G 10.0E6 A 625.0E-4 Ix 32552E-8 Iy 32552E-8 J 130208E-8
Member Loading
Members 1-2 D1 UDLY -006.000 ( kN/m )
Nodal Loading and Support ConditionsNODES 2 and 5 UT Rs 1 1 1 0 0 0
NODE 1 UT Rs 1 1 1 1 1 1 (Fixed)
© MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\SAMPLES\FRAME 12-14
11111Architech Consults (U) Ltd.P.O. Box 21879
Kampala
Uganda
Telephone: +256 0392 947 199 Email: [email protected]
Job RefSheetMade byDateCheckedApproved
: : / : : 02 February 2014 / Ver. 2011.04: :
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
X
Y
Z
(3) (4) 27.74 3.21 41.0
(5) 19.26 40.6
(1)
1.6
3.2
1
(2)
0.4
5
Load Case 001 : Dead plus Live (Ultimate)Bending Moment Diagram (Major Axis) - (Full Frame) - Front View
Bending Moment Values (kN.m)Not to Scale 20 kN.m = 1m
© MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\SAMPLES\FRAME 12-14
11111Architech Consults (U) Ltd.P.O. Box 21879
Kampala
Uganda
Telephone: +256 0392 947 199 Email: [email protected]
Job RefSheetMade byDateCheckedApproved
: : / : : 02 February 2014 / Ver. 2011.04: :
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
X
Y
Z
(3) (4) M 1, 8.000 m 19.3 28.7
(5) M 2, 7.000 m 26.8 15.2
(1)
M 3
, 6.0
00 m
0.8
0.8
(2)
M 4
, 6.0
00 m
0.0
7
0.0
7
Load Case 001 : Dead plus Live (Ultimate)Shear Force Diagram (Major Axis) - (Full Frame) - Front View
Shear Force Values (kN)Not to Scale 20 kN = 1m
© MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\SAMPLES\FRAME 12-14
11111Architech Consults (U) Ltd.P.O. Box 21879
Kampala
Uganda
Telephone: +256 0392 947 199 Email: [email protected]
Job RefSheetMade byDateCheckedApproved
: : / : : 02 February 2014 / Ver. 2011.04: :
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
X
Y
Z
(3) (4) 1.25
(5) 0.57
(1)
0.5
1
(2)
0.1
2
Load Case 001 : Dead plus Live (Ultimate)Deflected Shape - (Full Frame) - Front View
Member Deflection (mm)Not to Scale 1000 Magnification