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www.hilti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />Specifier's comments: <br />Itt�u�P� �e <br />Profis Anchor 2.7.9 <br />Page: 1 <br />Project: <br />Sub -Project I Pos. No.: <br />Date: 9/1 /2020 <br />1 Input data <br />` 4 � A 4 <br />Anchor type and diameter: <br />KWIK HUS-EZ (KH-EZ) 112 (2 114) <br />Effective embedment depth: <br />he,,_, = 1.520 in., hnom = 2.250 in. <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-3027 <br />Issued I Valid: <br />12/1/2017 1 12/1/2019 <br />Proof: <br />Design method ACI 318-14 / Mech. <br />Stand-off installation: <br />eb = 0.000 in. (no stand-off); t = 0.250 in. <br />Anchor plate: <br />Ix x ly x t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated <br />Profile: <br />no profile <br />Base material: <br />cracked concrete, 3000, f,' = 3,000 psi; h = 5.500 in. <br />Installation: <br />hammer drilled hole, Installation condition: Dry <br />Reinforcement: <br />tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />Seismic loads (cat. C, D, E, or F) <br />Tension load: yes (17.2.3.4.3 (d)) <br />Shear load: yes (17.2.3.5.3 (c)) <br />R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions <br />(stiffeners,...) <br />Geometry [in.] & Loading [lb, in.lb] <br />Z' <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schaan HE Is a registered Trademark of HIM AG, Schaan <br />7 <br />