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LM.1 I WE 0 <br />www.hilti.us Profis Anchor 2.7.7 <br />Company: KPFF Consulting Engineers Page: 1 <br />Specifier: Tom Hudgings Project: KP Everett <br />Address: Sub -Project I Pos. No.: Transformer Relocation <br />Phone I Fax: Date: 3/18/2020 <br />E-Mail: <br />Specifier's comments: Connection of pulling iron support beam to exist pt beam <br />1 Input data <br />q� <br />Anchor type and diameter: <br />KWIK HUS-EZ (KH-EZ) 5/8 (5) <br />Effective embedment depth: <br />hef = 3.880 in., h om = 5.000 in. <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-3027 <br />Issued I Valid: <br />2/1/2016 1 12/1/2017 <br />Proof: <br />Design method ACI 318 / AC193 <br />Stand-off installation: <br />eb = 0.000 in. (no stand-off); t = 0.500 in. <br />Anchor plate: <br />Ix x ly x t = 4.000 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated <br />Profile: <br />Rectangular plates and bars (AISC); (L x W x T) = 10.000 in. x 0.375 in. x 0.000 in. <br />Base material: <br />cracked concrete, 5000, f,' = 5,000 psi; h = 420.000 in. <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 />no <br />Geometry [in.] 8r Loading [lb, in.Ib] <br />Z <br />0 - lia __ Y <br />•ice <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />