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www.hilti.com <br />Hilti PROFIS Engineering 3.0.95 <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 />Concrete - TYP Min 0137 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />6/12/2024 <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 489; Vx = 118; Vy = 0; <br />Mx = 0; My = 0; Mz = 0; <br />yes 34 <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 />1 489 118 118 0 <br />3 Tension load <br />Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status <br /> Steel Strength*489 4,869 11 OK <br /> Pullout Strength*N/A N/A N/A N/A <br /> Concrete Breakout Failure**489 1,448 34 OK <br /> * highest loaded anchor **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa [lb]f f Nsa [lb]Nua [lb] <br />6,493 0.750 4,869 489 <br />3.2 Concrete Breakout Failure <br />ANc [in.2]ANc0 [in.2]ca,min [in.]cac [in.]y c,N <br />36.00 36.00 ∞4.375 1.000 <br />ec1,N [in.]y ec1,N ec2,N [in.]y ec2,N y ed,N y cp,N kcr <br />0.000 1.000 0.000 1.000 1.000 1.000 21 <br />l a Nb [lb]f f seismic f Ncbg [lb]Nua [lb] <br />1.000 2,970 0.650 0.750 1,448 489 <br />42 1401 N Tustin Ave Unit# <br />170 - TI1/27/2025