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I1II1..Tl <br /> Hilts PROFIS Engineering 3.0.40 <br /> hilti.com <br /> litmpany: Page: 4 <br /> Address: Specifier <br /> Phone I Fax: I E-Mall: <br /> Design: 45-900 Date: 4/5/2019 <br /> Fastening point: <br /> 4 Shear load <br /> Load V,,,[lb] Capacity$V„[Ib] Utilization py=Vus/*V Status <br /> Steel Strength* 2,960 4,940 60 OK <br /> Steel failure(with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength" 2,960 12,042 25 OK <br /> Concrete edge failure In direction x+ 2,960 7,381 41 OK <br /> •highest loaded anchor "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> =ESR value refer to ICC-ES ESR-1917 <br /> V„.,a Vw ACI 318-14 Table 17,3.1.1 <br /> Variables <br /> 1`,0psi] <br /> 0.16 106,000 <br /> Calculations <br /> • Vs„q(fib] <br /> 7,600 <br /> Results <br /> two 0neneucns + V sa[lb] V (Ib) <br /> 7,600 0.650 1.000 4,940 2,960 <br /> • <br /> Input data and resuita must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(e)2003-2009 Hiitl AG,FL-9494 Schwan HNti is a registered Trademark of Hull AG.Schwan <br /> 4 <br /> 04/05/19 Boeing Flightline Stall 113 Page 127 <br />