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Pitzer&Associates, PLLC 23-109 1SL 4GL ESDLR IBC ver18-1.xmcd 4/12/2023 <br /> 11.0 Shear Wall Load Summary <br /> 1st Fl-F/B <br /> Line Total Shear Length Shear per foot Call-Out Uplift Force Call-Out <br /> (1.1) VT1.1 = 1967lb L1.1 = 19ft v1.1 = 104.plf SW-1 Rotl ="S" T1.1 =-5081b N/A;T<1000# <br /> (2.1) v-r2.1 =3617•lb L2,1 =36ft v2.1 = 100•plf SW-1 Ro2.1="S" T2.1 = 101b N/A;T<1000# <br /> (3.1) VT3 1=31561b L3.1 =22ft v3.1 = 143.0 SW-1 Ro3.1 = "S" T3 1 =-285 lb N/A;T<1000# <br /> (4.1) VT4.1 = 1506-lb L4.1 = 19.8ft v4.1 =76•plf SW-1 Ro4.1 ="S" T4.1 =-961b N/A;T<1000# <br /> 1st Fl-S/S <br /> Line Total Shear L Shear per foot Call-Out Uplift Force Call-Out <br /> (A.1) VTA.1 = 1578•lb LA.1=29ft vA.1= 54.plf SW-1 RoA,1 ="S" TA 1 =-5341b N/A;T<1000# <br /> (B.1) VTB_1=38431b LB.1=31.5ft vB.1 = 122.plf SW-1 RoB.i="S" TB.1=771b N/A;T<1000# <br /> (C.1) vTc.1 =35461b LC.1 = 15ft vc.1=236.plf SW-1 RoC.1 ="S" TC.1 = 1079lb T-1 <br /> (D.1) VTD_1= 1281lb LD_i = 13.5ft vD.1 =95.plf SW-1 RoD.i ="S" TD.1 =-273lb N/A;T<1000# <br /> 1SL Version 18.1 Page 11 <br />