Laserfiche WebLink
SHEARWALL DESCRIPTION <br />T3 C3 T4 C4 <br />AT ROOF LEVEL <br />Total Shearwall Length ft = Sum (b1 + b2 + ..) <br />Total Shear (V_Roof) lbs = Shear Trib Width * Line Trib Length (L) * Roof Unit Shear (psf) <br />Unit Shear (v_Roof) plf = V_Roof / Sum(b1 + b2 + ..) <br />SW-1 Dead Load lbs = Roof_Dead_Laod + Ceiling_Dead_Load <br />SW-1 Uplift Force T1 lbs = ( Upward Force ) - ( Downward Force ) <br />= (v_Roof * H_2nd Fl) - (0.6 * SW-1 Dead Load /2) <br />Drag Force at Open lbs = V_Roof / Line Trib Length (L) * L_Opening <br />v_Roof <br />L_Opening b2b1 <br />L <br />SW-1 <br />V_Roof <br />H_ <br />1 <br />s <br />t <br /> <br />F <br />l <br />o <br />o <br />r <br />SW-2 <br />01-23 602 S Genoa Dr 1-Story_R3.xls, SW Description 1-Story Page 10