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• <br /> Pitzer &Associates. PLLC 23-109 1SL 4GL ESDLR IBC ver18-1.xmcd 4/12/2023 <br /> 13.0 Seismic Check <br /> Seismic Shear <br /> per linear ft <br /> ©._ .._ ____ - - --- - _ <br /> vile= 104 plf v2.te= 100•plf v3.1e= 143 plf v4.1e=76•plf <br /> vA.1e=54.0 vale= 122-plf vale=236•plf vale=95•plf <br /> 14.0 Height to Width Aspect Ratio <br /> HIAR:=Hi HeightofFirstyWalls H2 R =Oft 3 SR <br /> Stor =2.3ft <br /> hhv less than 2 is OK.Greater than 3.5 is unacceptable <br /> Grid Line w h/w 2w/h Vreqd SW <br /> H1AR 2 w1.1 vile lb <br /> 1.1 w1.1 w1.1 wt.! =0.9 MV:= H1AR MV=2.250 MV =46 ft <br /> • H1AR 2.w2.1 v2.1e lb <br /> 2.1 w2 1=w2 1 =2 := MV= 1.000 = 100- <br /> w2.1 H1AR MV ft <br /> H1AR 2•w3.1 v3.1e lb <br /> 3.1 w3.1=w3.1 =0.7 MV:= MV=2.750 =52- <br /> w3.1 ^^ ^ H1AR MV ft <br /> 4.1 w4.1:=w4.1 H1AR _ 3.5 mv = 2 w4.1 MV=0.575 V4 1e = 133 Lb ft SW-1 <br /> w4.1 H 1 AR MV <br /> A.1 wA.1=WA.1 H1AR =3.2 M, / H1AR My=0.625 vMVA.le =87 ft SW-1 <br /> WA1 <br /> H1AR 2•wB.1 vB.le lb <br /> B.1 wB,1:=w8.1 =2.3 My= My=0.875 = 139- SW-1 <br /> we.1 "'r' H1AR MV ft <br /> C.1 wC.1=wC.1 H1AR =2 MV:= 2 wC.1 MV= 1.000 vC.1e =236 Lb <br /> wc.1 " H1AR MV ft <br /> D.1 wD.1 wD.1 H1AR =2.7 2 wD.1 MV=0.750 vD.1e = 127 lb SW-1 <br /> wo.1 ^ H1AR MV ft <br /> 1 SL Version 18.1 Page 13 <br />