The uniformly distributed live load on the floor plan in Figure P2.4 is 60 lb/ft2. Establish the loading for members (a) floor beam B1, (b) girder G1, and (c) girder G2. Consider the live load reduction if permitted by the ASCE standard.
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.