717 HAWTHORNE ST BLDG A 2024-12-30

/ 2-v SINGLE SHEAR WALL OVERTURNING Project No: 24-109 Forces are: ASD Story: garage Seismic= 3.74 Along Grid Line: A .7 Seismic= 2.618 Wind = 0 Item Variable Wind Mot Kft Wind Sum Mot kft Mot Above = 0 KFt 0 0 V wall = 3.74 kips Seismic Mot kft Seismic Sum Mot kft H above = 0 feet 22.9075 22.9075 H Story= 8.75 feet Sum Wall DL(K) L wall = 8.5 feet 0.74375 Wall DL= 0.01 ksf W roof DL= 0.01 ksf Roof DL(Klf) Sum Floor DL(Klf) Sum R+ FI (Klf) W roof TW= 0 feet 0 0 0 W floor DL= 0.015 ksf W floor TW= 0 feet Uplift FS= 1.0 .61D+W .6 D+0.7E No of Flrs= 0 1, 2, ... -1.304417969 -5.836445313 -2.973007813 P Min DL= 5.27 kips Uplift FS= 1.50 P Lever Arm = 8.5 feet 0.740894531 Negative Values mean no uplift Uplift FS= 1.00 -1.30442 Kips For Mr/Mot >= 1.00 w/0.9*DL (0.91D + E or W) Uplift FS= 1.50 0.740895 Kips For Mr/Mot>= 1.50 (0.91)+ E or W) .6 D+W= -5.83645 Kips Per ASCE 7 - Use if wind controls .6 D +0.7E _ -2.97301 Kips Per ASCE 7 - use if seismic controls Simpson Holddown/wood Column = No additional holddowns required Mot Above is the total overturning to the wall from stories above Vwall is the total shear to the top of the wall in question H above is the height of wall above the top of the wall in question H story is the story height of the wall in question 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 Flrs 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