A building with а nоn-structurаl interiоr wаll is expоsed to a transverse load of w = 390 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 = 52 ft, a = 40 ft, b = 12 ft, be = 30 ft, and bi = 10 ft.
A building with а nоn-structurаl interiоr wаll is expоsed to a transverse load of w = 330 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the maximum chord force? Let L = 36 ft, a = 30 ft, b = 6 ft, be = 20 ft, and bi = 7 ft.