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NI`TI <br /> Hilts PROFIS Engineering 3.0.40 <br /> • www.hitti.com <br /> Company: Page: 5 <br /> Address: Specifier. <br /> Phone I Fax: I E-Mail. <br /> Design: Work Shed column B1 Date: 4/3/2019 <br /> Fastening point: <br /> 4 Shear load <br /> Load V,,,fib] Capacity¢V„[Ibj Utilization 8v=V,)+Vn Status <br /> Steel Strength' 250 7,555• 4 OK <br /> Steel fatiure(with lever arm)' N/A N/A N/A N/A <br /> Pryout Strength" 1,000 66,246 2 OK <br /> Concrete edge failure In direction x" 1,000 11,879 9 OK <br /> •highest loaded anchor "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> V. =0.6 A. f,,,, AC1 318-14 Eq.(17,5.1.2b) <br /> D V Z V. AC1 318-14 Table 17,3.1.1 <br /> Variables <br /> A..,y(in•2I fw[Psi) <br /> 0.33 58,000 <br /> ill Calculations <br /> V.(lb] <br /> 11,623 <br /> Results <br /> V,+.(1bj 0,tool . 0 VM,w(Ib] Vi"[lb] <br /> 11,623 0.650 7,555 250 <br /> IDInput data and resuMs mist be checked for conformity with the existing conditions and for plausibility} <br /> PROF IS Enpineerhg(c)2003-2009 Ha tl AG,FL-9494 Sduen Fin is a roplste ed Trademark of Hktl AG.Schaan <br /> 5 <br /> 04/05/19 Boeing Flightline Stall 113 Page 83 <br />