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%,cr & Asso-iates 07-1762SL IBC very-4 mco 4113/2007 <br />7.0 Shear Wall Design in the Front to Back Direction <br />Shear Walls Second Floor: <br />Wall Line - (1.2) <br />Wall Line - (2.2) <br />Wall Line - (3.2) <br />Wall Line - (4.2) <br />LI,2:= 14-ft <br />L2.2:= 14 fl <br />L3.2:= O-ft <br />L42'= 0'11 <br />Earthquake distr.: <br />TW720:=.500 <br />TW22e:-.500 <br />TW32e:=0 <br />TW42e:=0 <br />Wind distribution: <br />TW1.21:=.500 <br />TW22w:=.500 <br />TW32w:= 0 <br />TW42w 0 <br />Calculate <br />Vl.2e:=Er-TW1.2e <br />V2.2e:-Er TW2.2e <br />V3.2e:=Er•TW3.2e <br />V4.2e:=Er•TW4.2e <br />Lateral Forces <br />for eanhqual.e: <br />EQ 16-17 <br />V1.2e = 6171b <br />V2.2e = 6171b <br />V3.2e = Olb <br />V4.2e = Olb <br />Calculate <br />Vl.2w:= VcfrTWI.2w <br />V2.2w:= VcfrTW'2.2w <br />V3.2w = Vcfr-TW3.2w <br />V4.2w:= Vcfr-TW4.2w <br />Lateral Forces <br />for <br />EQ 16-16 <br />V7 2w = 2574lb <br />V ,2w= 2574 lb <br />v32w=01b <br />Vg2w=Olb <br />Conlmisl2="Wind" <br />Controls22="Wind" <br />Controls3,2="Wind" <br />Controls4.2="Wind" <br />V1,2 = 2574 lb <br />V2,2 - 2574 lb <br />V3,2 - 0 <br />V42 = 0 <br />,Shear per linear It: <br />v1,2=-V1.2 - <br />v22:=V2.2 - <br />v3.2:='V3.2 - <br />v4.2 :=- <br />L1.2 <br />L22 <br />L3.2 <br />L4.V4.2 <br />2 <br />1'1.2=184 �fl <br />v2.2-184lb <br />v3.2=01lb <br />1-4.2=0lb <br />lb <br />Shear Walls First Floor: <br />Wall Line - (1.1) <br />Wall Line - (2.1) <br />Wall Line - (3.1) <br />Wall Line - (4.1) <br />L1.1 := 14-ft <br />L2.1 := 14-ft <br />L3.1 := O If <br />L4.1'- O-ft <br />Earthquake distr.: <br />TW11e:= .500 <br />TW2.1e:=.500 <br />TW3,1ez0 <br />TW41e:= 0 <br />Wind distribution: <br />TW1,1w:=.500 <br />TW2,1w:=.500 <br />TW3,1w:=0 <br />TW4,1w:= 0 <br />Calculate <br />V1.1e:= Ef•TW1.te <br />V2.1e:-Ef-TW2.Ia <br />V3.1e:=Ef TW3.1e <br />V4.1e:=Ef-TW4.10 <br />Lateral Forces <br />for earthquaf.e: <br />EQ 16-17 <br />V1.1e=11081b <br />V2,1e=11061b <br />V3.1e=Olb <br />V4,1e=Olb <br />Calculate <br />VI.1w:=Vlf.fr'TWI.lw <br />V2.1w:=Vlf.frTW2.tw <br />V3.1w:= Vlf.fr•TW3.tw <br />V4.1w:=Vlf.frTW4.iw <br />Lateral Forces <br />for wind: <br />EQ 16-15 <br />V1.tw=26961b <br />V2,1w=26961b <br />V , <br />31w= Olb <br />V4,1w= Olb <br />Conlrolsl,l = "Wind" <br />Controls2A = "Wind" <br />Conlmis3,1 .'Wind" <br />Contro1s4,1 = "Wind" <br />vr1.1= 5270 lb <br />vr2,1= 5270 lb <br />vr3,1- 0 <br />Vr4,1 = 0 <br />Shear per linear it: Vr11 <br />Vr21 <br />Vr31 <br />Vr41 <br />W.7 ` L7.1 <br />v'2.9:=-L2.7 <br />`'3.1:= L3.1 <br />`'4.1' L- <br />4.1 <br />O11=376lb <br />lb <br />%2.1-376rt <br />lb <br />v3.t=On <br />•4.1=01it <br />n <br />2SL Version 6.4 Page 7 <br />