In Figure P10.10, support A rotates 0.002 rad and support C settles 0.6 in. Draw the shear and moment curves. Given: I = 144 in.4 and E = 29,000 kips/in.2.
Figure P10.10:
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.