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• mi��i <br /> • www.hilti.us Profis Anchor 2,7.6 <br /> Company: • —�— Page: 2 <br /> Specifier: Project: Colby <br /> Address: Sub-Project I Pos.No.: 13 <br /> Phone I Fax: l Date: 4/912018 <br /> E-Mail: <br /> 2 Load case/Resulting anchor forces ,,.y: <br /> Load case:Design loads <br /> i <br /> Anchor reactions[Ib] . <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y 05 06 01 08 <br /> 1 0 1,500 0 1,500 <br /> 2 0 1,500 0 1,500 Px <br /> 3 0 1,500 0 1,500 <br /> 4 0 1,500 0 1,500 01 02 03 04 <br /> 5 0 1,500 0 1,500 - I <br /> 6 0 1,500 0 1,500 <br /> 7 0 1,500 0 1,500 <br /> 8 0 1,500 0 1,500 <br /> max.concrete compressive strain: -[%o] <br /> max.concrete compressive stress: -[psi] <br /> resulting tension force in(xly)=(0.000/0.000): 0(Ib] <br /> resulting compression force in(x/y)=(0.000/0.000):0[lb] <br /> 3 Tension load <br /> Load N.[ib] Capacity 4 N„[ib] Utilization ow=Nua/4 N„ Status <br /> • Steel Strength* N/A N/A N/A N/A <br /> Pullout Strength* N/A N/A N/A N/A <br /> Concrete Breakout Strength** - N/A N/A N/A N/A <br /> •i <br /> Concrete Side-Face Blowout,direction** N/A N/A N/A N/A <br /> *anchor having the highest loading **anchor group(anchors in tension) <br /> • <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! /',,,✓✓✓'```��`` <br /> PROFIS Anchor(c)2003.2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hill AG,Schaan y/� ^ <br />