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www.hilti.us <br />Company: <br />McKennyKrug, Inc <br />Specifier: <br />David McKenny <br />Address: <br />8020 Sacramento St., Fair Oaks, CA 95628 <br />Phone I Fax: <br />(916) 966-0762 (916) 966-0763 <br />E -Mail: <br />dave@mckennykrug.com <br />Specifier's comments: Worst Case Layout <br />Input data <br />Page: <br />Project: <br />Sub -Project I Pos, No.. <br />Date: <br />PROFIS Anchor 2.0.9 <br />1 <br />Protleet <br />Tank T4 <br />5/20/2010 <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: design method ACI 318 / AC 193 <br />Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.187 in. <br />Anchor plate: 1, x I, 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 />r; <br />M <br />m y <br />edge reinforcement: none or < No. 4 bar <br />Loading [Ib, in. -Ib] <br />Governing loads <br />N = 0 V,. = 1825 <br />ML= 0.000 MY= 0.000 <br />Proof I Utilization (Governing Cases) <br />Loading Proof <br />Tension <br />Shear Concrete edge failure in <br />direction y+ <br />z <br />X y <br />-- a <br />X <br />Eccentricity (structural section) [in.] <br />e, = 0.000 V, = 0 <br />ey = 0.000 M, = 0.000 <br />Design values [Ib] Utilization [%] <br />Load Capacity [3„/p Status <br />1825 2954 462 62 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 />PROFIS Anchor (c) 2003-2009 Hilh AG. FL -9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan <br />