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www.hilti.us <br />Company: McKennyKrug, Inc <br />Specifier: David McKenny <br />Address: 8020 Sacramento St., Fair Oaks, CA 95628 <br />Phone I Fax: (916) 966-0762 1 (916) 966-0763 <br />E -Mail: dave@mckennykrug.com <br />Specifier's comments: Worst Case Layout <br />Page: <br />Project: <br />Sub -Project I Pos. No. <br />Date: <br />L. I I ML -3 -0 <br />PROFIS Anchor 2.0.9 <br />1 <br />Profleet <br />Tank T4 <br />5/20/2010 <br />Input data <br />Anchor type and diameter: Kwik Bolt TZ - CS, 5/8 (3 1/8) <br />Effective embedment depth: h�, = 3.125 in. <br />Material: Carbon Steel <br />Evaluation Service Report:: ESR 1917 <br />Issued I Valid: 9/1/2007 1 - <br />Proof: <br />-Proof: design method ACI 318 / AC 193 <br />Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.187 in. <br />Anchor plate: I, x ly x t = 11.024 x 11.024 x 0.187 in. (Recommended plate thickness: not calculated) <br />Profile no profile <br />Base material: cracked concrete , 2500, f ' = 2500 psi; h = 6.000 in. <br />Reinforcement: condition B; no supplemental splitting reinforcement present <br />Geometry [in.] <br />0 <br />0 <br />0 <br />N <br />M <br />edge reinforcement: none or < No. 4 bar <br />Loading [lb, in. -Ib] <br />Governing loads <br />N =0 V,.=0 <br />M.= 0.000 My= 0.000 <br />Proof I Utilization (Governing Cases) <br />Loading Proof <br />Tension <br />Shear Concrete edge failure in <br />direction x+ <br />z <br />y <br />X <br />Eccentricity (structural section) [in.] <br />e, = 0.000 V, = 1825 <br />ey = 0.000 M, = 0.000 <br />Design values [lb] Utilization N <br />Load Capacity Status <br />1825 3966 -/46 OK <br />Warnings <br />• Please consider all details and hints/warnings given in the detailed report! <br />Fastening meets the design criteria! <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROF IS Anchor( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilt' AG. Schaan <br />