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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 (2) <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 (3 1/4) <br /> Item number: 418058 KH-EZ 3/8"x3 1/2" <br /> Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon <br /> Steel) with 3.25 in nominal embedment depth <br /> per ICC-ES ESR-3027 , Hammer drill bit <br /> installation per MPII, <br /> Effective embedment depth: hef,act = 2.500 in., hnom = 3.250 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 = 0.250 in. <br /> Anchor plateR : lx x ly x t = 8.000 in. x 8.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) <br /> Profile: Round HSS (AISC), HSS4-1/2X.237; (L x W x T) = 4.500 in. x 4.500 in. x 0.237 in. <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 420.000 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 />Application also possible with KWIK-X (Carbon Steel) 3/8 (3) hnom2 under the selected boundary conditions. <br />More information in section Alternative fastening data of this report. <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />44 of 89 <br />3201 S Halladay St <br />5/5/2025