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www.hilti.com <br />Hilti PROFIS Engineering 3.1.15 <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 />29 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Trimar Engineering <br />7868 De Soto Avenue <br />818-453-0394 | <br />Better Buzz - Menu & Canopy Base Anchor Design <br />Top of Footing <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />29 <br />CM <br />eco@trimarengineering.com <br />5/27/2025 <br />Specifier's comments: Better Buzz - PO Menu & Canopy <br />1 Anchor Design <br />1.1 Input data <br /> Anchor type and diameter: Hex Head ASTM F 1554 GR. 36 3/4 <br /> Item number: not available <br /> Specification text:Æ 3/4 in Hex Head ASTM F 1554 GR. 36 with <br /> 25 in nominal embedment depth per Technical <br /> data , cast in place installation per MPII, <br /> Effective embedment depth: hef = 25.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ACI 318-19 / CIP <br /> Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in. <br /> Anchor plateCBFEM : lx x ly x t = 14.500 in. x 14.500 in. x 0.750 in.; <br /> Profile: Square HSS (AISC), HSS6X6X.1875; (L x W x T) = 6.000 in. x 6.000 in. x 0.188 in. <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 49.000 in. <br /> Reinforcement: tension: not present, shear: not present; <br /> edge reinforcement: none or < No. 4 bar <br />CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) <br />Geometry [in.] & Loading [kip, ft.kip]