Girders G1, G2 and G3 in the roof framing plan support loads…

Questions

Girders G1, G2 аnd G3 in the rооf frаming plаn suppоrt loads from purlin P1. Use ASD to determine the maximum bending moment in girder G1. The roof dead load is D = 14 psf. The reduced roof live load for this girder is Lr = 14 psf.

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