The total base shear is $14,000lbs$ in the north south direction. $($Note this is a flexible diaphragm$)$

A$)$ Solve for distributed load $($Proportional to the area of the building.$)$

B$)$ Solve for MAX Chord force?

C$)$ Solve for max drag load along B$?$

D$)$ Check Diaphragm aspect ratio $?$

D$)$ What is the diaphragm nailing requirements? Assume $15/32$ Structural I Sheating.

F$)$ Select Simpson Product for Max Chord and Drag force?