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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 />Concrete - Mar 5, 2025 (1) <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />3/6/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (1 5/8) <br /> Item number: 418055 KH-EZ 3/8"x1 7/8" <br /> Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon <br /> Steel) with 1.625 in nominal embedment depth <br /> per ICC-ES ESR-3027 , Hammer drill bit <br /> installation per MPII, <br /> Effective embedment depth: hef,act = 1.110 in., hnom = 1.625 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-3027 <br /> Issued I Valid: 12/1/2023 | 12/1/2025 <br /> Proof: Design Method ACI 318-19 / Mech <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 = 0.118 in. <br /> Anchor plateR : lx x ly x t = 5.000 in. x 42.000 in. x 0.118 in.; (Recommended plate thickness: not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in. <br /> Installation: Hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement 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, in.lb] <br />32 of 89 <br />3201 S Halladay St <br />5/5/2025