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PROJECT # : 18-SANA-24 <br />CLIENT: <br /> CALCULATED BY: FB <br />REV0: 05-24-24 <br />1 =4 =1 =4 = <br />2 =5 =2 =5 = <br />3 =6 =3 =6 = <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 />1.* Unit shear multiplied by redundancy factor = <br />- <br />- <br />4.34 <br />1.3 <br />- <br />- <br />- <br />0 - <br />- <br />0.00 <br />-- <br />Dx Up <br />- <br />-- <br />L Up <br />0 - <br />1071.59 <br />SHEAR WALLS EAST - WEST DIRECTION <br />-- <br />Dgrid <br />Vux <br />- <br />- <br />N/A <br />- <br />- <br />Dx Up <br />- <br />-- <br />- <br />L Down <br />22.25 <br />L Down <br />19.58 <br />Dx Down(ft.) <br />22.25 <br />246.67 <br />0 <br />L Up <br />Dx Down <br />0.00 <br />0.00 <br />- <br />-0 <br />348.27 <br />550 - <br />Down Up Down Up Down <br />- <br />L Down <br />- <br />Dx Down <br />N/A <br />N/A <br />L Up <br />- <br />L Up <br />- <br />L Right <br />- <br />- <br />Sizes Cty. <br />(lbs) Qty.(lbs) <br />Shear <br />force (lbs)Trib. Area (ft2) <br />1 <br />ROOF LEVEL NORTH - SOUTH DIRECTION <br />Exte. <br />U <br />0.00 <br />Dx Up (ft.) <br />1.25 19.58 22.25 22.25 <br />V (kips)1071.59 <br />Distance between grids "Dx" (ft)LEVEL Grids lengths "L" (ft) <br />Up Up Down <br />(lbs-ft) <br />(lbs-ft) <br />GRID Load <br />(lbs/ft2) <br />Design <br />shear f. <br />Vu (lbs) <br />Wood shear wall Hardy frame Total <br />capacity Panels <br />Length (ft.) <br />U. shear <br />plf* <br />S. wall <br />ID (plf) <br />b <br />0.91 <br />- <br />M(kip-ft.) <br />- <br />- <br />0 - <br />M(kip-ft.) <br />- <br />V (kips) <br />0 <br />0 - <br />M(kip-ft.) <br />- <br />V (kips) <br />0 <br />Dx Up <br />N/A <br />Dx Down <br />- <br />- <br />0 <br />V (kips) <br />- <br />M(kip-ft.) <br />B <br />- <br />- <br />- <br />14