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12 of 34 <br /> I4II2111"I <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-Short 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 Short Direction N=0;Vx=265;Vy=0; no 51 <br /> Mx=0.000;My=-949.500;Mz=0.000; <br /> N5u5=0;Me,su5=0.000;My.sus=0.000; <br /> 2 Load case/Resulting anchor forces I�v <br /> C)3 . )4 <br /> Anchor reactions[lb] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 14 66 66 0 <br /> 2 1,792 66 66 0 Vc <br /> 3 14 66 66 0 Corn xession Tension <br /> 4 1,792 66 66 0 <br /> max.concrete compressive strain: 0.17[%x] <br /> max.concrete compressive stress: 737[psi] <br /> resulting tension force in(x/y)=(1.231/0.000): 3,613[Ib] 0 1 2 <br /> resulting compression force in(x/y)=(-1.923/0.000):3,613[Ib] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load N.[Ib] Capacity+ Nn[Ib] Utilization IjN=N./$ Nn Status <br /> Steel Strength* 1,792 6,172 30 OK <br /> Bond Strength** 3,613 7,224 51 OK <br /> Sustained Tension Load Bond Strength* N/A N/A N/A N/A <br /> Concrete Breakout Failure** 3,613 8,876 41 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 /> 2 <br /> /Y a <br />