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Hilti PROFIS Engineering 3.0.82 <br />www.hilti.com <br />Company: Page: 1 <br />Address: Specifier: <br />Phone I Fax: E-Mail: <br />Design: Concrete - Jan 12, 2023 (1) Date: 1/13/2023 <br />Fastening point: <br />Specifier's comments: <br />1 Input data <br />Anchor type and diameter: <br />Item number: <br />Effective embedment depth: <br />Material: <br />Kwik Bolt 1 - CS 3/4 (3 1/4) hnom1 <br />2231467 KB1 3/4x5 1/2 <br />hef,act = 3.250 in., hnom = 4.000 in. <br />Carbon Steel <br />w�' - .� ,IaiekYYb M Y11 <br />N <br />Evaluation Service Report: <br />ER-678 <br />Issued I Valid: <br />11/15/2021 1 11/30/2022 <br />Proof: <br />Design Method ACI 318-19 / Mech <br />Stand-off installation: <br />eb = 0.000 in. (no stand-off); t = 0.500 in. <br />Anchor plate : <br />Ix x ly x t = 4.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) <br />Profile: <br />no profile <br />Base material: <br />cracked concrete, 2500, f,' = 2,500 psi; h = 5.500 in. <br />Installation: <br />hammer drilled hole, Installation condition: Dry <br />Reinforcement: <br />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 />Y <br />X <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />0 <br />