5923 3RD DR W 2018-01-02 MF Import

Fitzer E Associates 07-178 2SL IBC ver6-4.xmcd 4/162007 8.0 Shear Wall Design Left to Right Direction Shear Walls Second Floor: Wall Line - (A.2) Wall Line - (B.2) Wall Line - (C.2) Wall Line - (D.2) LA.2:= 19.75-ft LB.2 12 ft LC.2:= 0-11 LD.2 Oft Earthquake clsty: TWA,2e:=.500 TWB.2e:=-500 TWC.2e:=0 TWD,2e:=0 Wind distribution: TWA 2,.500 TWB 2w:= -500 TWC,2w:= 0 TWD,2w:= 0 Calculate VA.2e ErTWA.2e V6.2e:= ErTWB.2e VC.2e:= Er-TWC.2e VD.20: Er-TWD.2e Lateral Forces for earthquake: EC 16-17 VA.2e = 6171b VB.2e = 617.1 lb VC,2e = Olb VD.2e = Olb Calculate VA.2w:= Vr.ssTWA.2w VB.2w:= Vr.99-TWB.2w VC.2w:= Vr.ss'TWC.2w VD.2w:= Vr.ssTWD.2w Lateral Forces for wind: EC 16-15 VA.2w = 1034 lb VB,2w =1034lb VC,2w = Olb VD,2w = Olb ConlrolsA.2 = "Wind" CcntrolsB,2 = "Wind" ControlsC,2 = "Wind" ControlsD,2 - "Wind" VA.2 = 1034 lb VS.2 = 1034 lb VC,2 = 0 VD,2.0 VA.2 Shear per linear ft: v P A.T= LA_.2 VB'2 v S.2:= LB.2 VC'2 vC.2 := LC.2 VD•2 vD.2 := LD.2 I'A.2=52lb vB.2=86lb v0.2=0Ile fl vD.2=0e Shear Walls First Floor: Wall Line - (A.1) Wall Line - (B.1) Wall Line - (C.1) Wall Line - (DA) LAA 16.75-ft LBA 12.5 ft LL,1 := 04t 1-0.1 := 0'If Earthquake dish.: TWA.1e:=.500 TWB.te:=•500 TWC.1e:= 0 TWD. to:=0 Wind distribution: TWA.1w:=.500 TWB.1w:=.500 TWC.iw:= 0 TWDAW= 0 Calculate VA.1e:=Ef'TWA.te VB.1e:=Ef-TWe.te VC.1e:=Ef TWC.te VD.te:=Ef-TWD.1e Lateral Forces for earthquake: EQ 16-10 VA.1e-11081b V8.le-11081b VC.te=01b VD.te=Olb Calculate VA.1w:= VILss'TWA.tw V8.1w:= Vlf.ss.TWB.tw VC.1w:= VILss'TWC.1w VD.tw VILss•TWD.1w Lateral Forms for wind: VA. 1w=819lb- Ve. tw=819lb VC.tw=Olb VD.1w=Olb ControlsAA = "Wind" ControlsB,1 = "Wind" ControlsC.1 = "Wind" ConlrolsDA = "Wind" VrA.1 = 1853lb VrB,t = 1853lb VTC,t = 0 VrD.t = 0 VA.1:= VTB.1 V17C.1 VrD.1 Shear per Imear ft: v - vB.1 :_ --LBA VC.1 := - LC.1 vD.1 := LD.1 -- L.1 A .1 VA.1 = 111 lbvB.1 = 148 lb VC.1= 0 IN Ib = 0 lb ft 2SL Version 6.J Page B