3D Dimensional Truss
Problem Description:
Determine the nodal deflections, reaction forces, and stress for the truss system shown below (E = 200GPa, Pipe diameter = 30 mm, Wall thickness =2mm
Results:
Analysis Type: Static
No of elements: 06
No of Nodes: 05
Max Deflection (Image & Table)
PRINT REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE FX FY FZ MX MY MZ
1 5497.1 2039.4 149.74 -0.10996E+007 0.19620E+007 0.15384E+008
2 -5497.1 5460.6 -149.74 0.11745E+007 -0.19620E+007 0.19368E+008
TOTAL VALUES
VALUE -0.75357E-005 7500.0 0.58785E-004 74871. -0.31181 0.34751E+008
Conclusion:
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