question archive The floor framing plan of a building is shown below
The floor framing plan of a building is shown below
Subject:Civil EngineeringPrice: Bought3
The floor framing plan of a building is shown below. Girders G1-G3 span between columns and structural walls, Girder G4 is supported by Beam B2, and beams B1-B4 frame into the girders. The loading consists of dead load = 60 psf and live load = 40 psf. The beams and girders have shear connections at the ends, i.e., they are simply supported. Use ASCE 7-10 load factor (1.2D+1.6L) to calculate the loads that act on Beam B2. As appropriate, use the detailed procedure to distribute the loads. Clearly show the results on a neatly drawn sketch. Show all of your work. Ignore live load reductions.
