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www,hiltLus Profis Anchor 2.7.9 <br /> Company: Page: 2 <br /> Specifier: Project: <br /> Address: Sub-Project t Pos.No.: <br /> Phone I Fax: J Date: 10/2912018 <br /> E-Mail: <br /> 2 Load case/Resulting anchor forces <br /> Load case:Design loads <br /> Anchor reactions jib] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 5,807 0 0 0 <br /> max.concrete compressive strain: -[%e] <br /> max.concrete compressive stress: -[psij <br /> resulting tension force in(x/y)=(0.000/0.000): 0[Ib] <br /> resulting compression force in(x/y)=(0.000/0.000): 0 Iib] <br /> Anchor forces based on a rigid base plate assumption) <br /> • <br /> • <br /> 3 Tension load <br /> Load Nua Iib] Capacity 4,Nn Iib] Utilization PN=Nu./4,Nn Status <br /> Steel Strength* 5,807 21,187 28 OK <br /> Bond Strength** 5,807 5,335 109 not recommended <br /> Sustained Tension Load Bond Strength* N/A N/A N/A N/A <br /> Concrete Breakout Strength** 5,807 3,270 178 not recommended <br /> *anchor having the highest loading **anchor group(anchors in tension) <br /> 3.1 Steel Strength <br /> Nsa =ESR value refer to ICC-ES ESR-3187 <br /> 4 Nsa z Nua ACI 318-14 Table 17.3.1,1 <br /> Variables <br /> Aso(ln.2j fula[psi] <br /> 0.23 125,000 <br /> Calculations <br /> Nsa[ib] <br /> 28,250 <br /> Results <br /> Nsa[lb] 4)steel 4) Ns„fib] Nua[lb] <br /> 28,250 0.750 21,187 5,807 <br /> { <br /> 3 ,6 <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility' <br /> PROFIS Anchor(c)2003.2009 RN AG,FL-9494 Schaan Hlltl is a registered Trademark of Hllll AG,Schaan <br /> 20 <br />