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HI`TI <br /> Hilts PROFIS Engineering 3.0.40 <br /> www.hliti.com <br /> • <br /> Company: Page: 2 <br /> Address: Specifier. <br /> Phone I Fax: [ E-Mail: <br /> Design: Work Shed column B1 Date: 4/3/2019 <br /> Fastening point: <br /> 2 Load case/Resulting anchor forces <br /> Load case:Design loads <br /> Ay <br /> Anchor reactions pbi <br /> Tension force:(+Tension,-Compression) 0 3 Q 4 <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 300 250 0 250 <br /> 2 300 250 0 250 Tension <br /> 3 300 250 0 250 <br /> 4 300 250 0 250 Q 1 Q 2 <br /> max.concrete compressive strain: - <br /> max.concrete compressive stress: -(psi] <br /> resulting tension force In(x/y)=(0.000/0.000): 1,200[lb] <br /> resulting compression force In(x/y)=(0.000/0.000):0[lb) <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load • <br /> Load N.[lb] Capacity 4 Nn[lb] Utilization 1.1N=N./4 Nn Status <br /> Steel Strength' 300 14,529 3 OK <br /> Pullout Strength' 300 10,987 3 OK <br /> Concrete Breakout Failure" 1,200 24,842 5 OK <br /> Concrete Side-Face Blowout,direction" N/A N/A N/A N/A <br /> •highest loaded anchor "anchor group(anchors in tension) <br /> 3.1 Steel Strength <br /> N. =Aw H f ACI 318-14 Eq.(17.4.1.2) <br /> 4 N,e z Nw ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> A.e N final fuw[psi] <br /> 0.33 58,000 <br /> Calculations <br /> N.[lb] <br /> 19,372 <br /> Results <br /> N..[lb] 4 ado 4 N.ilb) N [lb] <br /> 19,372 0.750 14,529 300 <br /> Input data and results must be docked for conformity with the existing conditions and for pausibiiy! - <br /> • <br /> PROFIS Engineering(c)2003-2009 Hilt AG,FL4494 Schwan HIM 4 a registered Trademark of Hitt AG,Schwan <br /> 2 <br /> 04/05/19 Boeing Flightline Stall 113 Page 80 <br />