A. 2vi % of the top panel wind load to bottom bracing B. 10% of the top panel wind load to bottom bracing C. 25% of the top panel wind load to bottom bracing D. 50% of the top panel wind load to bottom bracing
A. Horizontal shear due to wind or earthquake only B. Horizontal, shear due to wind or earthquake + 2.5% of column loads C. Column loads + 2.5% of horizontal shear due to wind or earthquake D. Column loads + full horizontal shear due to wind or earthquake