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2 of 34 <br /> I1.1III�TI <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilti.com <br /> Company: Otak,Inc. Page: 2 <br /> Address: Specifier: <br /> Phone I Fax: I E-Mail: <br /> Design: BRT Shelter Windscreen Retrofit-Long Direction Date: 2/3/2022 <br /> Fastening point: <br /> 1.1 Design results <br /> Case Description Forces[Ib]/Moments[ft.lb] Seismic Max.Util.Anchor[%] <br /> 1 Long Direction N=0;Vx=0;Vy=314; no 31 <br /> Mx=-1,125.000;My=0.000;Mi=0.000; <br /> N505=0;Mx,s„5=0.000;My s 5=0.000; <br /> 2 Load case/Resulting anchor forces <br /> Anchor reactions[Ib] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 872 78 0 78 <br /> 2 872 78 0 78 IV( <br /> 3 0 78 0 78 <br /> 4 0 78 0 78 <br /> max.concrete compressive strain: 0.08[%o] <br /> max.concrete compressive stress: 339[psi] <br /> resulting tension force in(x/y)=(-0.000/-3.500): 1,745[Ib] 0 1 O 0 2 <br /> resulting compression force in(x/y)=(0.000/4.238): 1,745[Ib] Tension <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load Nua[Ib] Capacity+ N.[Ib] Utilization PN=Nua/+ Nn Status <br /> Steel Strength* 872 6,172 15 OK <br /> Bond Strength** 1,745 5,697 31 OK <br /> Sustained Tension Load Bond Strength* N/A N/A N/A N/A <br /> Concrete Breakout Failure** 1,745 6,756 26 OK <br /> *highest loaded anchor **anchor group(anchors in tension) <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> g/ <br /> ga 2 <br />