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11■■11I`TI <br /> Hllti PROFIS Engineering 3.0.40 <br /> • www.hIItl.com <br /> Company: Page: 5 <br /> Address Specifier. <br /> Phone I Fax: ( E-Mta3: <br /> Design: Work Shed column A2 Date: 4/3/2019 <br /> Fastening point. <br /> 4 Shear load <br /> Load V,,,[lb] Capacity+V„(lb) Utilization tl„=V V ala „ Status <br /> Steel Strength' 2,340 7,555 31 OK <br /> Steel failure(with lever arm)' N/A N/A N/A N/A <br /> Pryout Strength" 9,360 78,714 12 OK <br /> Concrete edge(allure in direction x+" 9,360 11,079 85 OK <br /> •highest loaded anchor "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> V. =0.6 A,,,v f,, ACI 318-14 Eq.(17.5.1.2b) <br /> 0 V , 2 V. ACI 318-14 Table 17,3.1.1 <br /> Variables <br /> ..v(ln•21 fs.,[P59 <br /> 0.33 58,000 <br /> • Calculations <br /> V.(lb) <br /> 11,623 <br /> Results <br /> V.(lb] +owl + V.,,w(lb] V,,(lb) <br /> 11,623 0.650 7,555 2,340 <br /> 0 <br /> Input data and rosuMs must be crocked for contarmity mat the existing condbau and for plausasiityl <br /> PROFIS Engineering(c)2003-2009 Hitt AG.FL-9494 Schaan Hilt Is a registered Trademark of Hilt AG.Sdt.an <br /> 5 <br /> 04/05/19 Boeing Flightline Stall 113 Page 93 <br />