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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Motive Energy <br />17260 Newhope St <br />7149490669 | <br />Copy - Orangewood_42_ Piles - X-X Direction_RCIII <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />Elie Sayegh <br />ESayegh@motive-energy.com <br />11/10/2023 <br />1.1 Design results <br />Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = 9.000; Vx = 10.900; Vy = 0.000; <br />Mx = 0.00000; My = 198.90000; Mz = 0.00000; <br />yes 92 <br />2 Load case/Resulting anchor forces <br />Anchor reactions [kip] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />1 45.482 1.817 1.817 0.000 <br />2 17.448 1.817 1.817 0.000 <br />3 0.000 1.817 1.817 0.000 <br />4 45.482 1.817 1.817 0.000 <br />5 17.448 1.817 1.817 0.000 <br />6 0.000 1.817 1.817 0.000 <br />max. concrete compressive strain: 0.43 [‰] <br />max. concrete compressive stress: 1,855 [psi] <br />resulting tension force in (x/y)=(-8.131/0.000): 125.861 [kip] <br />resulting compression force in (x/y)=(11.667/0.000): 116.861 [kip] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status <br /> Steel Strength*45.482 79.312 58 OK <br /> Pullout Strength*45.482 49.461 92 OK <br /> Concrete Breakout Failure**1 N/A N/A N/A N/A <br /> Concrete Side-Face Blowout, direction **N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (anchors in tension) <br />1 Tension Anchor Reinforcement has been selected! <br />Page 19 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024