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Pitzer 8 Associates 07-178 2SL IBC ver64.xmcd 4116/2007 <br />13.0 Shear Wall Load Summa <br />2nd FI - FIB <br />Line Total Shear <br />Length <br />hear er foo <br />Call•OU! Controls <br />Uplift Force Call Out <br />1.2 <br />( ) v t2 = 25741b <br />1-1,2 = 14 ft <br />01.2 = 184 pu <br />SW-1 R01.2 = "W" <br />T1.2 = -7871b N/A; T < 10000 <br />(2.2) V2.2 = 2574lb <br />L2.2 = 14 ft <br />v2.2 = 164pit <br />SW-1 R02.2 = "W" <br />T2.2 = -787 Ib NIA; T < 1000# <br />(3.2) V3.2=Olb <br />L3.2=0 <br />v3.2=OP1f <br />R03.2="W" <br />T3.2=0 <br />(4.2) V4.2=Olb <br />L4.2=0 <br />v4,2=OPIt <br />R04.2="W' <br />T4.2=0 <br />1st FI - FIB <br />Line Total Shear <br />Lenoth <br />Shear per toot <br />Call -Out <br />Controls <br />Uplift For <br />CalbOuj <br />0.1) vr1,1= 52701b <br />1.1.1 = 14 ft <br />%,1.1= 376pir <br />SW-1 <br />Rol.1 = "W" <br />T1.1 = 13061b <br />T -1 <br />(2.1) VT2.1 = 52701b <br />L2.1 = 14 it <br />v2.1 = 376pif <br />SW-1 <br />R02.1 = "W' <br />T2.1 = 13061b <br />T - 1 <br />(3.1) vT3.1 = Olb <br />L3.1 - 0 <br />v3.1 = OPIf <br />Ro3.1 = "W" <br />T3.1 = 0 <br />(4.1) vr4.1 - Olb <br />L4.1 - 0 <br />v4.1 = O plf <br />.. <br />T4.1 = 0 <br />P.o4.1 = w <br />2nd FI - UR <br />Line Total Shear <br />Lenath <br />Shear Per too <br />Call <br />Controls <br />Uplift Force <br />Call_OUt <br />(A.2) VA,2 = 10341b <br />LA.2 - 19.8 ft <br />vA.2 = 52PIf <br />SW-1 <br />"W" <br />7 n z = -806 Ib <br />NIA; T < 10004 <br />Roq.2 = <br />(B.2) VB.2 =10341b <br />LB.2 =12 ft <br />%'13.2 = NO <br />SW-1 <br />T8,2 - -912 Ib <br />NIA; T < 10009 <br />Ro8.2 = � <br />(C.2) VC.2 = Olb <br />LC.2 = 0 <br />vC.2 - Oplf <br />1w. <br />TC.2 = 0 <br />ROC.2 = <br />(D.2) VD.2=Olb <br />LD.2=0 <br />vD.2=OPIf <br />TD.2=0 <br />RoD.2 = � <br />1st FI - L'R <br />Line Total Shear <br />L" th <br />Shear per too <br />Call-OU <br />CLO rocs <br />LIDIM F me <br />Call,_Oul <br />(A.1) vrA 1= 18531b <br />LA.1 =16.8 ft <br />vA.1=111 pit <br />SWA <br />r A 1= -3921b <br />NIA; T < 10000 <br />Roq,t = "W " <br />(B•1) VTB 1= 10531b <br />LB.1 = 12.5 it <br />vg,t = 148plf <br />SW-1 <br />'W' <br />Tg 1- -650 lb <br />NIA; T " 1000# <br />RoB.t = <br />(C.1) VTC.1 = Olb <br />LC.1 = 0 <br />v'C.1 = Optl <br />Tc.1 = 0 <br />(D.1)vrD.t=Olb <br />LD.1-0 <br />vD.1=OPtt <br />iD.1=0 <br />RoD.t = ���. <br />2SL Version 6.4 <br />Page 13 <br />