2522 BAKER AVE 2025-07-17 - Laserfiche WebLink

�ry SINGLE SHEAR WALL OVERTURNING Project No: 23-119 Forces are: ASD Story: main Seismic= 1.67 Along Grid Line: 1 at alley .7 Seismic= 1.169 Wind = 1.62 Item Variable Wind Mot Kft Wind Sum Mot kft Mot Above= 0 KFt 14.58 14.58 V wall = 1.62 kips Seismic Mot kft Seismic Sum Mot kft H above= 5 feet 10.521 10.521 H Story= 9 feet Sum Wall DL(K) L wall = 6 feet 0.84 Wall DL= 0.01 ksf W roof DL= 0.015 ksf Roof DL(Klfl Sum Floor DL(Klf) Sum R+FI (Klf) W roof TW= 12 feet 0.18 0 0.18 W floor DL= 0.01 ksf W floor TW= 10 feet Uplift FS= 1.0 .61)+W .6 D+0.7E No of Flrs= 0 1, 2, ... 1.708363636 1.786909091 1.048909091 P Min DL= 0 kips Uplift FS= 1.50 P Lever Arm = 0 feet 3.033818182 Negative Values mean no uplift Uplift FS= 1.00 1.708364 Kips For Mr/Mot>= 1.00 w/0.9*DL (0.91D+ E or W) Uplift FS= 1.50 3.033818 Kips For Mr/Mot>= 1.50 (0.91)+ E or W) .6 D+W= 1.786909 Kips Per ASCE 7- Use if wind controls .6 D+0.7E= 1.048909 Kips Per ASCE 7-use if seismic controls Simpson Holddown/wood Column= OA- 'L> A-56 -nW�eV Mot Above is the total overturning to the wall r stone bove �' 6 VM 000 Vwall is the total shear to the top of the wall in question w0al w/5;/MPIR? H above is the height of wall above the top of the wall in quests n H story is the story height of the wall in question t7}cx L wall is the length of the wall in question Wall DL is the unit weight of the wall construction W roof DL is the unit DL weight of the roof construction W roof TW is the tributary width of the roof framing to the shear wall W floor DL is the unit DL weight of the floor construction W floor TW is the tributary width of the floor framing to the shear wall No of Firs is the number of floors supported by the shearwall above the top plate P Min DL is the least dead load point load from a beam or header supported by the shear wall P Lever Arm is the least distance from P min DL to the fulcrum of the shear wall