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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <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 />1 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />XFMR Anchor Design <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />10/25/2023 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ2 - SS 316 1/2 (3 1/4) hnom3 <br /> Item number: 2210266 KB-TZ2 1/2x5 1/2 SS316 <br /> Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in. <br /> Material: AISI 316 <br /> Evaluation Service Report: ESR-4266 <br /> Issued I Valid: 12/17/2021 | 12/1/2023 <br /> Proof: Design Method ACI 318-14 / Mech <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. <br /> Anchor plateR : lx x ly x t = 38.300 in. x 25.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in. <br /> Installation: hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br /> edge reinforcement: > No. 4 bar with stirrups <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 [kip, ft.kip] <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024