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�1 www.hilti.us -- <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E -Mail: <br />Specifier's comments: <br />1 Input data <br />Anchor type and diameter. <br />Effective embedment depth: <br />Material: <br />Evaluation Service Report: <br />Issued I Valid: <br />Proof: <br />Stand-off installation: <br />Anchor plate: <br />Profile: <br />Base material: <br />Installation; <br />Reinforcement: <br />Seismic loads (cat. C, D, E, or F) <br />Martin Consulting Group, Ino_ <br />Jon Martin <br />2204 Plaza Drive, Suite 130 <br />916-256-48161 <br />jonm@martinconsultinggroup.biz <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />Profis Anchor 2.8.3 <br />Oil Stop <br />8/15/2019 <br />Kwik Boit TZ - CS 1/2 (2)x`'R' <br />hef.act = 2.000 in., hnom = 2,375 in. <br />Carbon Steel <br />ESR -1917 <br />3/1/2019 5/1/2019 <br />Design method ACI 318-14 / Mech. <br />eb = 0.000 in. (no stand-off); t = 0.500 in, <br />Ix x ly x t = 3.000 in, x 3.000 in. x 0,500 in.; (Recommended plate thickness: not calculated <br />no profile <br />cracked concrete, 2500, f,'= 2,500 psi; h = 6.000 in, <br />hammer drilled hole, installation condition: Dry <br />tension: condition 8, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />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.j & Loading jib, in.lbj <br />Input data and results must be checked for agreement with the existing conditions and for plausiDitityt <br />PROMS Anchor (c) 2003-2009 Hilti AG. FL -9494 Sohaan Hilti is 8 registered Trademark of HIM AG, Schaan <br />_Y <br />J..%< <br />