Question: Problem# 3 : For the floor plan shown in Figure below, design members B 1 for bending, shear, and deflection. Compare deflections with L /

Problem#3: For the floor plan shown in Figure below, design members B1 for bending, shear, and deflection. Compare deflections with L/240 for total loads and with L/360 for live loads. The steel is ASTM A992, grade 50 ; assume that Cb=1.0 for bending. The dead load (including the beam weight) is assumed to be 85psf and the live load 150psf.
Problem# 3 : For the floor plan shown in Figure

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