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www.hilti.com <br />Hilti PROFIS Engineering 3.1.1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />2 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />WIND - Concrete - Jul 23, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />7/30/2024 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = -300; Vx = 0; Vy = -690; <br />Mx = 33,120; My = 0; Mz = 0; <br />no 55 <br />2 Load case/Resulting anchor forces <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 -2,145 172 0 -172 <br />2 -2,145 172 0 -172 <br />3 1,995 172 0 -172 <br />4 1,995 172 0 -172 <br />max. concrete compressive strain: - [‰] <br />max. concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(-0.000/4.000): 3,990 [lb] <br />resulting compression force in (x/y)=(-0.000/-4.000): 4,290 [lb] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status <br /> Steel Strength*-2,145 14,550 15 OK <br /> Bond Strength**3,990 7,432 54 OK <br /> Sustained Tension Load Bond Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**3,990 7,367 55 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />2303 S Bristol St <br />Unit A11/13/2024