The floor framing plan for an apartment building is shown below. Assume D = 48ft, and W =26ft. Consider floor live-load reductions following the provisions of ASCE 7-16 as appropriate.The uniform dead load of the floor has been determined to be 35 psf. Provide the loading diagrams for members B1, B2, B3, G1 and G3 in a typical floor, showing all relevant loading and geometries. Assume that the beams along column lines are supported by the girders (i.e., G2 supports B1),and do not frame directly into the columns.

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