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www.hilti.com <br />Hilti PROFIS Engineering 3.1.19 <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 />Landscape Structures Inc. <br />8131 Forney Rd. <br /> | <br />CP041047 STD4 10.75 & 12.75 Rev 2 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />felipepena@playlsi.com <br />8/20/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Hex Head ASTM F 1554 GR. 55 1 1/2 <br /> Item number: not available <br /> Specification text:Æ 1 1/2 in Hex Head ASTM F 1554 GR. 55 <br /> with 25 in nominal embedment depth per <br /> Technical data , cast in place installation per <br /> MPII, <br /> Effective embedment depth: hef = 25.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ACI 318-19 / CIP <br /> Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.500 in. <br /> Anchor plateR : lx x ly x t = 19.000 in. x 19.000 in. x 1.500 in.; (Recommended plate thickness: not calculated) <br /> Profile: Round HSS (AISC), HSS12-3/4X.375; (L x W x T) = 12.750 in. x 12.750 in. x 0.375 in. <br /> Base material: cracked concrete, Custom, fc' = 4,500 psi; h = 420.000 in. <br /> Reinforcement: tension: present, shear: present; anchor reinforcement: tension <br /> edge reinforcement: > No. 4 bar with stirrups <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [kip, ft.kip] <br />Loads from Node 1