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

SINGLE SHEAR WALL OVERTURNING Project No: 21-117 Forces are: ASD Story: Main Seismic= 1.24 VYWAr Along Grid Line: A .7 Seismic= 0.868 Wind= 0.83 Item Variable Wind Mot Kft Wind Sum Mot kft Mot Above= 0 KFt 6.64 6.64 V wall= 1,24 kips Seismic Mot kft Seismic Sum Mot kft H above= 0 feet 6.944 6.944 H Story= 8 feet Sum Wall DL(K) L wall= 8 feet 0.64 Wall DL= 0.01 ksf W roof DL= 0.015 ksf Roof DL(Kif) Sum Floor DL(Klf) Sum R+FI(Klf), W roof TW= 7 feet 0.105 0 0.105 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,... 0.612266667 0.232533333 0.273066667 P Min DL= 0 kips Uplift FS=1.50 P Lever Arm= 0 feet 1.2736 Negative Values mean no uplift Uplift FS=1.00 0.612267 Kips For Mr/Mot>= 1.00 w/0.9*DL (0.9D+E or W) Uplift FS=1.50 1.2736 Kips For Mr/Mot>=1.50 (0.9D+E or W) .6 D+W= 0.232533 Kips Per ASCE 7-Use if wind controls .6 D+0.7E= 0.273067 Kips Per ASCE-7—use if seismic controls Simpson Hoiddown/wood Column= '\ No Holddown Required-<1000# Mot Above is the total overturning to the wall from stories above — Vwall is the total shear to the topof the wall in question i / 7 t..r— v H above is the height of wall above the top of the wall in question ? � -g- • a ` H story is the story height of the wall in question L wall is the length of the wall in question � c `` ""- Wail DL is the unit weight of the wall construction Lk) 17n ' 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