MasterSeries PowerPad Sample Output
MasterSeries PowerPad Sample Output
MasterSeries PowerPad Sample Output
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© <strong>MasterSeries</strong> <strong>PowerPad</strong> - Project Title <strong>PowerPad</strong><strong>Sample</strong><strong>Output</strong>.docx<br />
Your logo here<br />
<strong>MasterSeries</strong> Sales Team<br />
3 Castle Street<br />
Carrickfergus<br />
Co. Antrim BT38 7BE<br />
Tel : 028 9036 5950<br />
Steel Beam<br />
Job ref : J12345/S<br />
Sheet : Sheet Ref / 3 - Page | 3<br />
Made By : ATW<br />
Date : 22 August 2017 Version 2017.08<br />
Checked :<br />
Approved :<br />
SUMMARY OF DATA<br />
Member Properties<br />
M ... ... 305x165 UB 54 [S 275]<br />
Member Loading<br />
UT Spacing 04.000 [Multiply AllLoads] D1 UDLY -000.750 [ kN/m ]<br />
L1 UDLY -002.500 [ kN/m ] D1 PY -015.000 1.000 [ kN,m ]<br />
D1 PDLY -015.000 1.500 3.000 [kN,m,m] D1 PTRY -002.000 3.350 4.000 -012.000<br />
Support Conditions<br />
UT Rs 1 1 1 0 0 0<br />
Span<br />
No.<br />
Span<br />
No.<br />
Span<br />
No.<br />
ANALYSIS RESULTS<br />
Member Forces Ultimate (001 : All Spans Loaded (Ultimate: 1.35D1+1.5L1))<br />
Axial Force Shear Force (kN) Bending Moment (kN.m) Maximum Moment Max Deflection<br />
(kN) End 1 End 2 End 1 End 2<br />
(kN.m)<br />
(mm@m)<br />
1 0.00C 152.59 -121.23 0.00 0.00 179.59 @ 2.110 15.80 @ 2.213<br />
Member Forces Ultimate (Maximum Values)<br />
Axial Force Shear Force (kN) Bending Moment (kN.m) Maximum Moment Max Deflection<br />
(kN) End 1 End 2 End 1 End 2<br />
(kN.m)<br />
(mm@m)<br />
1 0.00C 152.59 -121.23 0.00 0.00 179.59 @ 2.110 15.80 @ 2.213<br />
Member Forces Ultimate (Minimum Values)<br />
Axial Force Shear Force (kN) Bending Moment (kN.m) Maximum Moment Max Deflection<br />
(kN) End 1 End 2 End 1 End 2<br />
(kN.m)<br />
(mm@m)<br />
1 0.00C 152.59 -121.23 0.00 0.00 179.59 @ 2.110 15.80 @ 2.213<br />
Support Reactions Serviceability (002 : Live Only (Serviceability))<br />
Node<br />
Support Reactions (kN and kN.m)<br />
Support Reactions (kN and kN.m)<br />
Node<br />
Rx(kN) Ry(kN) Mz(kN.m) Rx(kN) Ry(kN) Mz(kN.m)<br />
1-1 0.000 22.900 0.000 2-1 0.000 22.900 0.000<br />
Total 0.000 45.800 0.000<br />
Support Reactions Serviceability (003 : All Spans Loaded (Serviceability: 1.0D1+1.0L1))<br />
Node<br />
Support Reactions (kN and kN.m)<br />
Support Reactions (kN and kN.m)<br />
Node<br />
Rx(kN) Ry(kN) Mz(kN.m) Rx(kN) Ry(kN) Mz(kN.m)<br />
1-1 0.000 110.482 0.000 2-1 0.000 87.258 0.000<br />
Total 0.000 197.740 0.000<br />
© Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel : 028 9036 5950 Fax : 028 9036 5102
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