2225 100TH ST SE 2023-08-01 - Laserfiche WebLink

17/2,42 SINGLE SHEAR WALL OVERTURNING Project No: 21-117 Forces are: ASD &in q Story: Main Seismic= 2.02 Along Grid Line: 1 .7 Seismic= 1.414 Wind= 1.84 Item Variable Wind Mot Kft Wind Sum Mot kft Mot Above= 0 KFt 14.72 14.72 V wall= 2.02 kips Seismic Mot kft Seismic Sum Mot kft H above= 0 feet 11.312 11.312 H Story= 8 feet Sum Wall DL(K) I wall= 12 feet 0.96 Wall DL= 0.01 ksf W roof DL= 0.015 ksf Roof Di(Kif) Sum Floor DL(Klf) Sum R+Fl(Klf) W roof TW= 4 feet 0.06 0 0.06 W floor DL= 0.015 ksf W floor TW= 0 feet Uplift FS=1.0 .6D+W .6 D+0.7E No of Firs= 0 1,2,... 0.616347826 0.603826087 0.307478261 P Min DL= 0 kips Uplift FS=1.50 P Lever Arm= 0 feet 1.318956522 Negative Values mean no uplift Uplift FS=1.00 0.616348 Kips For Mr/Mot>=1.00 w/0.9*DL (0.9D+E or W) Uplift FS=1.50 1.318957 Kips For Mr/Mot>=1.50 (0.9D+E or W) .6 D+W= 0.603826 Kips Per ASCE 7-Use if wind controls .6 D+0.7E= 0.307478 Kips Per9SCE-7=use if seismic.controls Simpson Holddown/wood Column= No Holddown Required-< 1000#) /..4f ti z �, } 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 a` /A) H above is the height of wall above the top of the wall in question // 1 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 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