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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 21, 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: Heavy Hex Head ASTM F 1554 GR. 36 3/4 <br /> Item number: not available <br /> Effective embedment depth: hef = 12.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ACI 318-14 / CIP <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in. <br /> Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) <br /> Profile: Square HSS (AISC), HSS6X6X.250; (L x W x T) = 6.000 in. x 6.000 in. x 0.250 in. <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 18.000 in. <br /> Reinforcement: tension: condition B, shear: condition B; <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, ft.kip] <br />36 of 42 <br />1801 E Dyer Rd <br />3/11/2025