(a) Compute the vertical deflection of joint D produced by the 30-kip load in Figure P10.13. For all bars area =2 in2 and E=9000 kips/in2, (b) Assume that the truss is not loaded. If bar AEis fabricated in too long, how far to the right must the roller at B be displaced horizontally so that no vertical deflection occurs at joint D?
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.