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Question: 1a shown below is a roof framing plan for a...

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1a) Shown below is a roof framing plan for a wood framed factory. The roof dead load is 12 psf and roof live load is 20 psf. Draw FBDs for a typical 4x14 Beam (B1) and a typical 6¾x33 Glulam Girder (G1), show the loading conditions and determine end reactions for each. Ignore the self-weight of the Beam and Girder.

1b) Based on the appropriate reactions previously calculated, determine the axial compressive stress in the 12x12 column ‘C1’ (A = 132.3 in2).100 50 50 10, TYP CM C1 1 (8 4 x 33 Guam), TYP CN Roof Framing Plan

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