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9 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 6 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Shear Loading Date: 2/13/2020 <br /> Fastening point: <br /> 4 Shear load <br /> Load V.a[lb] Capacity�Vn[lb] Utilization Rv=VaA Vn Status <br /> Steel Strength* 4,981 22,506 23 OK <br /> Steel failure(with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength(Bond Strength controls)** 9,962 41,233 25 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,eq =ESR value refer to ICC-ES ESR-3814 <br /> Vs., Vua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Ase,V[in.2] futa[psi] UV,seis <br /> 0.46 125,000 1.000 <br /> Calculations <br /> Vsaeq[lb] <br /> 34,625 <br /> Results <br /> Vsaeq[lb] steel Vsaeq[lb] Vua[I b] <br /> 34,625 0.650 22,506 4,981 <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2019 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 6 <br />