Question

show work please!!

1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions (70 Points) 50 ft 50 ft 50 ft 25 ft 25 ft 0 25 ft 25 ft Use Live load 110 PSF . Dead load excluding weight of the slab 15 PSF .Thickness of concrete slab 6 inch The beams and girders are flushed on the top. Show your final results in a table indicating the beam/girder # and the total load over it (use line diagrams to represent a beam or girder and then show the load over it)

Answer 1

Answer;

50 ft 50 ft 50 ft 25 ft 25 ft 25 ft 25 ft From the given frame, Forsection A1 G1 G2

3125 lb/ft 1562.5 lb/ft 20" Similarly, we have to calculate for remaining girder also

For Reactions 50 ft 50 ft 50 ft C1 C2 25 ft C2 C2 C4 25 ft C2 C4 25 ft C4 25 ft C1 C2 C2