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ASSIGNMENT IN STRUCTURAL STEEL DESIGN QUESTION -
Determine the tributary widths and tributary areas of the joists, beams, girders and columns in the roof framing plan as shown below in Figure 1. Assume a dead load of 30 psf and an essentially flat roof with a roof slope of ¼ in./ft. for drainage, determine the following loads using the ASCE -7 load combinations. Neglect the rain load, R and assume the snow loads is zero.
a. Uniform dead and roof live loads on the typical roof beam in pounds per foot.
b. Concentrated dead and roof live loads on the typical roof girder in pounds per foot.
c. Total factored axial load on the typical interior column in pounds.
d. Total factored axial load on the typical corner column in pounds.
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