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www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 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 />Masonry - Mar 6, 2025 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />3/6/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: HY 200-A V3 + threaded rod 5.8 3/8 <br /> Item number: 385418 HAS 5.8 3/8"x4-3/8" (element) / 2334276 HIT-HY <br /> 200-R V3 (adhesive) <br /> Specification text: Hilti Æ 3/8 HY 200-A V3 + threaded rod 5.8 <br /> with 3.375 in nominal embedment depth per <br /> Technical data , Hammer drilled installation <br /> per MPII, <br /> Effective embedment depth: hef = 3.375 in. <br /> Material: 5.8 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ASD Masonry <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.188 in. <br /> Ledger AngleR : L1 x L2 x tL1 x tL2 x l = 2.500 in. x 2.500 in. x 0.188 in. x 0.188 in. x 16.000 in.; <br /> Load Point Height: hpl = 1.250 in. <br /> Base material: Grout-filled CMU, L x W x H: 16.000 in. x 8.000 in. x 8.000 in.; <br /> Joints: vertical: 0.375 in.; horizontal: 0.375 in. <br /> Base material temperature: 68 °F <br /> Installation: Face installation <br /> Seismic loads no <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] <br />83 of 89 <br />3201 S Halladay St <br />5/5/2025