Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.1.4 <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 />PLATE ON COLUMN <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />10/15/2024 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: HDI-TZ 5/8 <br /> Item number: 2351769 HDI-TZ 5/8" <br /> Specification text: Hilti HDI-TZ flush anchor with 3.25 in <br /> embedment, 5/8, Carbon steel, installation per <br /> ESR-4236 <br /> Effective embedment depth: hef,act = 3.000 in., hnom = 3.250 in. <br /> Material: ASTM A 36 <br /> Evaluation Service Report: ESR-4236 <br /> Issued I Valid: 5/1/2024 | 7/1/2025 <br /> Proof: Design Method ACI 318-19 / Mech <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. <br /> Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) <br /> Profile: Steel pipe, PIPE4STD; (L x W x T) = 4.500 in. x 4.500 in. x 0.237 in. <br /> Base material: cracked concrete, 2500, fc' = 2,500 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 />T-MOBILE <br />LA02034A <br />20 of 28