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39. Solve the following frame structure using a commercial finite element analysis program. The frame structure is under a un
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If you have any doubts please comment me

I have used ANSYS APDL 16 for solving

Deformed shape:

ANSYS R16.0 DISPLACEMENT STEP-1 SUB =1 TIME=1 DMX .252E-04 APR 2 2019 19:20:16

Bending moment diagram(BMD):

ANSYS R16.0 LINE STRESS STEP=1 SUB =1 TIME=1 SMIS3 SMIS16 MIN =-475.625 ELEM=70 MAX =404.133 ELEM=1 APR 2 2019 19:18:52 -475.shear force diagram:

ANSYS R16.0 LINE STRESS STEP-1 SUB =1 TIME=1 SMIS SMIS19 MIN -975 ELEM=70 MAX -967.685 ELEM=19 APR 2 2019 19:19:40 -975 -565.thank you and please give positive rating

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