Question: Problem 1. For the floor plan shown draw the load diagrams for beam B1 and girder G1 that will be used for designing for moment.

Problem 1. For the floor plan shown draw the load diagrams for beam B1 and girder G1 that will be used for designing for moment. Also draw loads diagrams for B1 and G1 that will be used for designing for deflection. Neglect self-weight for Bl and Gi. Note that L/240 deflection limit for total service loads apply. D = 100 PSI L = 120PSE lo 31 31 .0.0 31 011 GI G1 G1 01 01 01 031

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