Question
The Finite Element question below need to be solved using ANSYS Workbench. Kindly solve and provide the steps:
An axial load P = 100 x 103 N is applied as shown in Figure 1. Element Area (mm) Youngs Modulus (Nmm2) 2 450 200x10 1600 30x
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Answer #1


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
1 -21053. 0.0000 0.0000
3 -78947. 0.0000 0.0000

TOTAL VALUES
VALUE -0.10000E+06 0.0000 0.0000


PRINT U NODAL SOLUTION PER NODE

***** POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP= 1 SUBSTEP= 1   
TIME= 1.0000 LOAD CASE= 0   

THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM

NODE UX UY UZ USUM
1 0.0000 0.0000 0.0000 0.0000
2 0.87719E-01 0.0000 0.0000 0.87719E-01
3 0.0000 0.0000 0.0000 0.0000

MAXIMUM ABSOLUTE VALUES
NODE 2 0 0 2
VALUE 0.87719E-01 0.0000 0.0000 0.87719E-01

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