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Hilti PROFIS Engineering 3.1.8 <br />www.hilti.com <br />Company: Page: 1 <br />Address: Specifier: <br />Phone I Fax: E-Mail: <br />Design: Concrete - Dec 18, 2024 Date: 12/18/2024 <br />Fastening point: <br />Specifier's comments <br />1 Input data <br />Anchor type and diameter: <br />Item number: <br />Specification text: <br />Effective embedment depth: <br />Material: <br />Evaluation Service Report: <br />KWIK HUS-EZ (KH-EZ) (Carbon Steel) 5/8 (3 1/4) <br />418078 KH-EZ 5/8"x3 1/2" <br />Hilti 0 5/8 in KWIK HUS-EZ (KH-EZ) (Carbon <br />Steel) with 3.25 in nominal embedment depth <br />per ICC-ES ESR-3027 , SAFEset - automatic <br />cleaning installation per MPII <br />h,,act = 2.390 In., hnom = 3.250 In. <br />Carbon Steel <br />ESR-3027 <br />�I s <br />� sa+eet <br />Issued I Valid: 12/1/2023 1 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.17.7.2.1 b) <br />Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.135 in. <br />Anchor plate : Ix x ly x t = 61.000 in. x 9.358 in. x 0.135 in.; (Recommended plate thickness: not calculated) <br />Profile: Rectangular HSS (AISC), HSS10X4X.1875; (L x W x T) = 10.000 in. x 4.000 in. x 0.188 in. <br />Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 5.500 in. <br />Installation: automatic cleaned 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 />z <br />x <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />0 <br />