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www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <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 />1 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />McGuff Enclosure Post Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />3/12/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Hex Head ASTM F 1554 GR. 36 5/8 <br /> Item number: not available <br /> Specification text:Æ 5/8 in Hex Head ASTM F 1554 GR. 36 with <br /> 8 in nominal embedment depth per Technical <br /> data , cast in place installation per MPII, <br /> Effective embedment depth: hef = 8.000 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 = 0.500 in. <br /> Anchor plateR : lx x ly x t = 12.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) <br /> Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 12.000 in. <br /> Reinforcement: tension: not present, shear: not present; <br /> edge reinforcement: none or < No. 4 bar <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [lb, ft.lb]