Assuming that no load acts, compute the reactions and draw the shear and moment curves for the beam in Figure P9.1 if support A settles 0.5 in. and support C settles 0.75 in. Given: E = 29,000 kips/in.2 and I = 150 in.4.
Figure P9.1:
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.