Problem 2. The four-bay reinforced concrete framing shown in the figure at right is loaded by a total uniform load DL+LL = 150 psf. The self-weight of structural members is included in the dead loads. The four RC slabs are two-way slabs, with perimeter beams. a. Determine the loading, draw the FBDs and calculate the reactions for the beams B1, B2 and B3 marked on the figure b. Calculate the total load acting on column B-2.Neglect the self-weight of structural members Problem 2. The four-bay reinforced concrete framing shown in the figure at right is loaded by a total uniform load DL+LL = 150 psf. The self-weight of structural members is included in the dead loads. The four RC slabs are two-way slabs, with perimeter beams. a. Determine the loading, draw the FBDs and calculate the reactions for the beams
B1,B2
and B3 marked on the figure b. Calculate the total load acting on column B-2.