A building with a non-structural interior wall is exposed to…
A building with a non-structural interior wall is exposed to a transverse load of w = 285 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the roof diaphragm unit shear? Let L = 24 ft, a = 20 ft, b = 4 ft, be = 10 ft, and bi = 3 ft.
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