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www.hilti.com <br />Hilti PROFIS Engineering 3.1.19 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 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 />Landscape Structures Inc. <br />8131 Forney Rd. <br /> | <br />CP041047 STD4 10.75 & 12.75 Rev 2 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />2 <br />felipepena@playlsi.com <br />8/20/2025 <br />1.1 Design results <br />Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] <br />1 Combination 1 N = -3.406; Vx = -4.886; Vy = 3.054; <br />Mx = -56.26000; My = -91.22000; Mz = 0.00000; <br />no 78 <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 7.971 1.440 -1.222 0.763 <br />2 50.974 1.440 -1.222 0.763 <br />3 0.000 1.440 -1.222 0.763 <br />4 27.147 1.440 -1.222 0.763 <br />Max. concrete compressive strain: 0.76 [‰] <br />Max. concrete compressive stress: 3,327 [psi] <br />Resulting tension force in (x/y)=(5.296/-2.401): 86.093 [kip] <br />Resulting compression force in (x/y)=(-7.136/5.234): 89.499 [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*50.974 79.312 65 OK <br /> Pullout Strength*50.974 65.948 78 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!