Question: The 100 kip lateral force is centered in the building floor plan, which is 40 ft long and 20 ft wide. If Wall C

The 100 kip lateral force is centered in the building floor plan, which is 40 ft long and 20 ft wide. If Wall

The 100 kip lateral force is centered in the building floor plan, which is 40 ft long and 20 ft wide. If Wall C is 20 ft long, and there are no drag struts, what is the required diaphragm shear capacity between the deck and Wall C? [NOTE: Ignore direction, positive or negative, because lateral loads are reversible; consider magnitude only.] (2.5 Points) WALL A WALL C 100 kips WALL B

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