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• <br /> 1 ■■111..T1. <br /> Hilts PROFIS Engineering 3.0.40 <br /> • www.hiltl.com <br /> Company: Page: 5 <br /> Address- Specifier-. <br /> Phone I Fax: I E-Mail <br /> Design. Work Shed column Al Date: 4/3/2019 <br /> Fastening point: <br /> 4 Shear load <br /> Load V,,,[lb] Capacity 4 V„OW Utilization liv=V,J+V. Status <br /> Steel Strength' 250 7,555 4 OK <br /> Steel failure(with lever arm)' NIA N/A N/A N/A <br /> Pryout Strength" 1,000 57,009 2 OK <br /> Concrete edge failure In direction y+" 1,000 11.129 9 OK <br /> 'highest loaded anchor "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> V. =0.6 A„v f„b ACI 318-14 Eq.(17.5.1.2b) <br /> 4 V 2 V,,, ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> A..v[in.2] 1 [psi] <br /> 0.33 58,000 <br /> • Calculations <br /> V.[lb] <br /> 11,623 <br /> Results <br /> V.[lb] 4 owl.__ 4 V,,,,q[lb] Vas[lb] <br /> 11,623 0.650 7,555 250 <br /> S npof <br /> data and results must be checked for conformity with the Busting tondrtiorrs and for pteusiCiityi - <br /> PROFIS Engineering(c)2003-2009 Wag AG,FL-9444 Schwan Het is a regtatered Trademark of Hite AG,5thaan <br /> 5 <br /> 04/05/19 Boeing Flightline Stall 113 Page 73 <br />