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PROJECT # : 18-SANA-24 <br />CLIENT: <br /> CALCULATED BY: FB <br />REV0: 05-24-24 <br />A =D =A =D = <br />B =E =B =E = <br />C =F =C =F = <br />per ASCE 7-22, 12.3.4.2 <br />2. Inte. = interior grid, Exte. L = exterior left grid, Ext. R = exterior right grid, Exte. M = exterior middle grid. <br />HOLDOWN DESIGN <br />Critic Length = b = Shortest panel on each grid . See" Panel length" per shear walls table. <br />Basic Combinations <br />(0.6D − 0.7Ev + 0.7Eh) = (0.6D- 0.2SDS X D + 0.7 pQe) = (0.6-0.2SDS)D + 0.91Qe) = (0.6-0.2SDS)D + 0.91Vu)per ASCE 7-22, 2.4.5 <br />D = (Ext. or int. Wall dead load (psf)X Critic length (ft)X Wall height (ft)) + (Roof dead load (psf)X Critic length (ft)X Tributary width (ft)+ <br />(Ceiling dead load (psf) X Critic length (ft)X Tributary width (ft)) <br />Use D value after applying load combination (0.6-0.2 SDS)xD = <br />x Vu)=per ASCE 7-22, 2.4.5 <br />Resisting Moment (RM) = ( Dgrid ) x ( b/2 ) <br />Over Turning Moment (Omqross) = ( Vux ) x ( he ) <br />Design T=Omqross -RM (lbs) <br />7.08 <br />B <br />Exte. <br />M <br />Dx Left <br />- <br />L Left <br />- <br />Dx Left <br />- <br />- <br />4.34 <br />- <br />Dx Right <br />0.00 <br />N/A222.873085.93 A <br />280 <br />- <br />(lbs-ft) <br />(lbs-ft) <br />Dgrid <br />0.00 <br />- <br />0 <br />1.* Unit shear multiplied by redundancy factor = <br />- <br />L Left <br />- <br />L Left <br />- <br />0.00 <br />3085.93 <br />0 <br />0 <br />- <br />- <br />b <br />ROOF LEVEL NORTH - SOUTH DIRECTION <br />0.91 <br />A <br />U. shear <br />plf* <br />Left Right <br />52.25 <br />52.25 <br />Right <br />Cty. <br />(lbs) <br />Grids lengths "L" (ft)LEVEL <br />Left <br />Sizes <br />SHEAR WALLS NORTH - SOUTH DIRECTION <br />Panels <br />Length (ft) <br />Above lv. <br />shear (lbs) <br />52.25 <br />28.42 <br />Hardy frame <br />S. wall <br />ID (plf) <br />Distance between grids "Dx" (ft) <br />Wood shear wall <br />Qty. <br />RightLeftRight <br />1.25 <br />19.75 <br />19.75 <br />11.50 <br />Left <br />Load <br />(lbs/ft2) <br />- <br />- <br />GRID <br />- <br />Design <br />shear f. <br />Vu (lbs) <br />Shear <br />force (lbs)Trib. Area (ft2) <br />Exte. L <br />4.34 <br />Dx Right <br />52.25 <br />N/A <br />N/A464.262529.53 <br />B <br />550 <br />18.00 <br />0.002529.53 <br />28.42 <br />L Right <br />1.25 <br />Dx Left (ft) <br />- <br />Vux <br />L Right <br />19.75 <br />Dx Left <br />Dx Right(ft) <br />52.25 <br />19.75 <br />52.25 <br />L Left L Right <br />710.36 <br />L Right <br />- <br />Dx Right <br />1.3 <br />582.28 <br />Total <br />capacity <br />N/A-0 <br />- <br />- <br />- <br />V (kips) <br />0 <br />M(kip-ft) <br />- <br />M(kip-ft) <br />- <br />V (kips) <br />0 <br />- <br />M(kip-ft) <br />- <br />V (kips) <br />0 <br />- <br />M(kip-ft) <br />- <br />V (kips) <br />0 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />12