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6 of 34 <br /> F■111WT 1 <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilti.com <br /> Company: Otak,Inc. Page: 6 <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 /> 4 Shear load <br /> Load Vua[Ib] Capacity 4) V„[Ib] Utilization Rv=Vua/+ V„ Status <br /> Steel Strength* 78 3,211 3 OK <br /> Steel failure(with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength(Bond Strength controls)** 314 18,204 2 OK <br /> Concrete edge failure in direction** N/A N/A N/A N/A <br /> *highest loaded anchor **anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> Vsa =ESR value refer to ICC-ES ESR-3187 <br /> Vsteei>Vua ACI 318-14 Table 17.3.1.1 <br /> Variables 7 <br /> Ase,v[in.21 futa[psi] <br /> 0.14 58,000 <br /> Calculations <br /> Vsa[lb] <br /> 4,940 <br /> Results <br /> Vsa[lb] steel Vsa[Ib] Vua[lb] <br /> 4,940 0.650 3,211 78 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 6 <br />