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1 . 11 IwEemgTneersIGHT <br /> Hilt PROFIS Engineering 3.0.77 <br /> www.hilti.com <br /> Company: Page: 2 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> 1.1.1 Unfactored loads <br /> Sustained Load factor <br /> load factor ft or f2 VX[lb] V,[lb] N[lb] Mx[in.lb] My[in.lb] MZ[in.lb] <br /> D(Dead) 1.000 - - -1,000 - - <br /> F(Fluid) 1.000 - - - - - <br /> T(Temperature) 1.000 - - - - - <br /> L(Live) 1.000 0.500 - - - - <br /> H(Lateral) 1.000 - - - - - <br /> Lr(Roof live) 1.000 - - - - <br /> S(Snow) 1.000 0.200 - - - <br /> R(Rain) - - - - - <br /> W(Wind) 875 39,180 - <br /> E(Earthquake) - - - - <br /> 1.1.2 Load combination and design results <br /> 1.1.2.1 Load combination <br /> Load case Load combination <br /> Equation(16-4a) 1.2(D+F)+1.0(W)+ftL+1.6(H)+0.5(Lr) <br /> 1.1.2.2 Design results <br /> Case Description Forces[lb]/Moments[in.lb] Seismic Max.Util.Anchor[%] <br /> Equation(16-4a) 1.2(D+F)+1.0(W)+ftL+ 1.6(H) N=-1,200;VX=0;Vy=875; no 38 <br /> +0.5(Lr) Mx=39,180;My=0;MZ=0; <br /> *The detailed results(1.2(D+F)+ 1.0(W)+ftL+ 1.6(H)+0.5(Lr),shown in the following)do not represent the decisive load combination <br /> #DECISIVE# <br /> 1.2 Load case/Resulting anchor forces ALY <br /> Anchor reactions[Ib] <br /> 03 T4 <br /> Tension force:(+Tension,-Compression) Tension <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 -1 218 -5 218 <br /> 2 -1 218 5 218 <br /> 3 3,110 220 15 220 10 <br /> 4 3,108 220 -15 220 <br /> resulting tension force in(x/y)=(-0.001/3.000): 6,217[lb] 0 <br /> 1 T 2 <br /> resulting compression force in(x/y)=(0.002/-2.836):7,474[lb] Compression <br /> Anchor forces are calculated based on a component-based Finite Element Method(CBFEM) <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan <br /> TACO BELL SC1230102-161 C4 2 <br /> PROJECT: No: SHEET: <br />