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<br />Hilti PROFIS Engineering 3.0.73
<br />Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility!
<br />PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan
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<br />C2-SantaAna,modifiedLine2@ColA11I.rcn
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<br />11/10/2021
<br />1.1 Load combination and design results
<br />Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%]
<br />1 3D-1-Deflection1 N=-3,622;Vx=-2,910;Vy=12;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 14
<br />2 3D-2-Deflection2 N=-6,954;Vx=-6,349;Vy=35;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 30
<br />3 3D-3- N=-7,713;Vx=-7,513;Vy=38;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 36
<br />4 3D-4- N=7,114;Vx=6,917;Vy=-161;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 33
<br />5 3D-5- N=3,035;Vx=2,454;Vy=-64;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 12
<br />6 3D-6- N=7,030;Vx=6,619;Vy=-156;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 32
<br />7 3D-7-Deflection3 N=-10,572;Vx=-9,282;Vy=47;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 44
<br />8 3D-8-ASCEASD1 N=-5,070;Vx=-4,077;Vy=17;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 20
<br />9 3D-9-ASCEASD3(a) N=-13,794;Vx=-12,177;Vy=63;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 58
<br />10 3D - 10 - ASCE ASD 5 (a) N = -17,084; Vx = -15,453; Vy = 79;
<br />Mx = 0; My = 0; Mz = 0;
<br />Nsus = 0; Mx,sus = 0; My,sus = 0;
<br />no 73
<br />11 3D-11-ASCEASD5(a) N=7,612;Vx=8,717;Vy=-203;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 42
<br />12 3D-12-ASCEASD5(a) N=812;Vx=1,273;Vy=-37;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 6
<br />13 3D-13-ASCEASD5(a) N=7,472;Vx=8,220;Vy=-195;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 39
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