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www.hilti.us Profis Anchor 2.9.2 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />Mozaffari Engineering <br />1500 F St. <br />209.572.4430 | <br />Page: <br />Project: <br />Sub-Project I Pos. No.: <br />Date: <br /> <br />1 <br />FOODMAXX #477 <br />20-8536 <br />3/29/2021 <br /> <br /> Specifier's comments: Gondola Anchorage <br />1 Input data <br />Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) <br />Effective embedment depth: hef,act = 2.000 in., hnom = 2.313 in. <br />Material: Carbon Steel <br />Evaluation Service Report: ESR-1917 <br />Issued I Valid: 1/1/2020 | 5/1/2021 <br />Proof: Design method ACI 318-14 / Mech. <br />Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.125 in. <br />Anchor plate: lx x ly x t = 2.500 in. x 6.000 in. x 0.125 in.; (Recommended plate thickness: not calculated <br />Profile: no profile <br />Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in. <br />Installation: hammer drilled hole, Installation condition: Dry <br />Reinforcement: tension: condition A, shear: condition A; no supplemental splitting reinforcement present <br /> edge reinforcement: >= 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 /> <br /> R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [lb, in.lb] <br />Page 4