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www.hilti.com <br />Hilti PROFIS Engineering 3.0.94 <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 />1 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />AXIOM MATERIALS INC 23-1019-4_RACEWAY AN <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />Al <br />5/16/2024 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (3 1/4) <br /> Item number: 2210256 KB-TZ2 1/2x5 1/2 <br /> Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-4266 <br /> Issued I Valid: 12/1/2023 | 12/1/2025 <br /> Proof: Design Method ACI 318-19 / Mech <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. <br /> Anchor plateR : lx x ly x t = 4.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete, Custom, fc' = 3,500 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 /> Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) <br /> Shear load: yes (17.10.6.3 (c)) <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [lb, in.lb] <br />Page 49 of 68 <br />2331 S Pullman St <br />2/18/2025