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Y� <br />S <br />www.hilti.us <br />Profis Anchor 2.6.5 <br />Company: <br />Page: 1 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: 6/14/2016 <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 />Reinforcement: <br />Seismic loads (cat. C, D, E, or F) <br />Geometry [in.] & Loading [lb, in.lb] <br />KWIk BoltTZ - CS 1/2 (31/4) <br />hof = 3.250 in., hnom = 3.625 in. <br />Carbon Steel <br />ESR-1917 <br />2/22/2016 1 5/1 /2017 <br />Design method ACI 318 / AC193 <br />eb = 0.000 in. (no stand-off); t = 0.500 in. <br />Ix x ly x t = 4.000 in. x 8.000 in. x 0,500 in.; (Recommended plate thickness: not calculated <br />S shape (AISC); (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. <br />cracked concrete, 4000, f,' = 4000 psi; h = 420.000 in. <br />tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />no <br />Input data and results must be checked for agreement with the existing conditions and for plausibility] <br />PROFIS Anchor (c) 2003-2009 Hilb AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />