Question

Design the transverse beam indicated forthe floor plan given below. Assume that a warehouse live load of 375 psf is to be used. Assume a 5 in precast slab will be used. The width of support at the longitudinal girders is 18 in.and only a nominal moment resistance is provided by the exterior walls (i.e. assume hinge forelasticanalysis) Use fcof 3500 psi f,-60 ksi. -+--+-舟Longitudinal --| | irder ー21-10-ㄧㄧㄧ-21,-0 21,-0 21-0一一 21,-0-ㄧ -21,-10- 85-8
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C- uukn I8 Pp on slal pr fa a 1.3x63 +1.6x375 IO mode 0.018 60 .00 My 1-7x3 449

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