5. A floor framing plan is shown. Draw load diagrams for beams B1 and B2 and girder G1. The structural members will support a 6-in. -thick reinforced concrete floor slab. The live load is 200 psf (...

Extracted text: 5. A floor framing plan is shown. Draw load diagrams for beams B1 and B2 and girder G1. The structural members will support a 6-in. -thick reinforced concrete floor slab. The live load is 200 psf ( pounds per square foot ). Assume reinforced concrete to weigh 150 pef ( pounds per cubic foot ). Assume an additional load of 10 psf ( pounds per square foot )to account for the weight of the beams. 3 spaces at 8'-4" G1 I- 28'-0" B1 B2 B2 B1 G1