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1 . 11 IWEFmgTneersIGHT <br /> Hilt PROFIS Engineering 3.0.77 <br /> www.hilti.com <br /> Company: Page: 5 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> 1.4 Shear load <br /> Load Vua[lb] Capacity f V„[lb] Utilization (1v=Vaa/� V„ Status <br /> Steel Strength* 220 7,555 3 OK <br /> Steel failure(with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength** 875 48,083 2 OK <br /> Concrete edge failure in direction x+** 875 7,433 12 OK <br /> *highest loaded anchor **anchor group(relevant anchors) <br /> 1.4.1 Steel Strength <br /> Vsa =0.6 Ase,v futa ACI 318-14 Eq.(17.5.1.2b) <br /> � Vsteel >'Vua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Ase,v[in•21 fut.[psi] <br /> 0.33 58,000 <br /> Calculations <br /> Vsa[lb] <br /> 11,623 <br /> Results <br /> Vs.[lb] steel Vsa[lb] Vua[lb] <br /> 11,623 0.650 7,555 220 <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 C7 5 <br /> PROJECT: No: SHEET: <br />