Question: Given condition: E = 1 0 0 0 ksi Determine the rotational angles at Point A and B Determine the vertical displacement at Point C

Given condition: E=1000ksi
Determine the rotational angles at Point A and B
Determine the vertical displacement at Point C
Draw nominal stress distribution at Point B
Draw shear stress distribution at Point B
Section
x=-MyI
(y)=V2I(h24-y12)
Given condition: E = 1 0 0 0 ksi Determine the

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