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<br />Hilti PROFIS Engineering 3.0.73
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<br />PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan
<br />2
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<br />C1-SantaAna,modifiedLine2@ColD4I.rcn
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<br />2
<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=-7,585;Vx=-638;Vy=-0;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 4
<br />2 3D-2-Deflection2 N=-15,546;Vx=-1,395;Vy=-1;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 7
<br />3 3D-3- N=-5,178;Vx=1,218;Vy=-16;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 6
<br />4 3D-4- N=2,474;Vx=-1,664;Vy=22;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 9
<br />5 3D-5- N=16,119;Vx=2,793;Vy=2;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 57
<br />6 3D-6- N=8,980;Vx=-119;Vy=20;
<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=-23,135;Vx=-2,050;Vy=5;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 10
<br />8 3D-8-ASCEASD1 N=-10,619;Vx=-896;Vy=-1;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 5
<br />9 3D-9-ASCEASD3(a) N=-30,250;Vx=-2,701;Vy=5;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 13
<br />10 3D-10-ASCEASD5(a) N=-17,747;Vx=2,350;Vy=-26;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 12
<br />11 3D-11-ASCEASD5(a) N=-4,986;Vx=-2,481;Vy=20;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 12
<br />12 3D-12-ASCEASD5(a) N=17,755;Vx=4,941;Vy=1;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 63
<br />13 3D-13-ASCEASD5(a) N=5,855;Vx=113;Vy=25;
<br />Mx=0;My=0;Mz=0;
<br />Nsus=0;Mx,sus=0;My,sus=0;
<br />no 21
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