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www.hilti.com <br />Hilti PROFIS Engineering 3.0.81 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2022 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 />AV Schwan <br />6000 E. Thomas Rd #1 Scottsdale, AZ 85251 <br />602-265-4331 | <br />Concrete - Dec 20, 2022 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />A.Beckwith <br />12/21/2022 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 5/8 <br /> Item number: 2198025 HAS-V-36 5/8"x8" (element) / 2334276 HIT-HY <br /> 200-R V3 (adhesive) <br /> Effective embedment depth: hef,act = 5.000 in. (hef,limit = - in.) <br /> Material: ASTM F1554 Grade 36 <br /> Evaluation Service Report: ESR-4868 <br /> Issued I Valid: 7/1/2022 | 11/1/2022 <br /> Proof: Design Method ACI 318-14 / Chem <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in. <br /> Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 8.000 in., Temp. short/long: 32/32 °F <br /> Installation: hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: condition B, shear: condition B; 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 (17.2.3.4.3 (d)) <br /> Shear load: yes (17.2.3.5.3 (c)) <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [lb, in.lb] <br />26 of 42 <br />1801 E Dyer Rd <br />3/11/2025