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1■■11`TI A L r <br /> Hilti PROFIS Engineering 3.0.40 <br /> www.hiiti.com • <br /> Company: Page: 1 <br /> Address: Specifier. <br /> Phone I Fax: I E-Mall: <br /> Design: 45-900 Date: 4/5/2019 <br /> Fastening point: <br /> Speclfier's comments: <br /> 1 Input data <br /> Anchor type and diameter. Kwik Bolt TZ-CS 5/8(4) <br /> Item number: not available <br /> Effective embedment depth: hN =4.000 In.,h =4.438 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-1917 <br /> Issued I Valid: 4/1/2018 15/1/2019 <br /> Proof: Design Method ACI 318-14/Mech. <br /> Stand-off Installation: eb=0.000 in.(no stand-off);t=0.250 in. <br /> Anchor plateR: I„x tr x t=3.000 in.x 2.063 in,x 0250 in.;(Recommended plate� thickness:not calculated) <br /> Profile: no profile r <br /> -� " " --� v'<nt. l NoVe. ‘415c• Lrl tb‘.‘Qej <br /> Base material: cracked concrete,4000,f,'=4,000 psi;h=8.000 in. / <br /> Installation: hammer drilled hole,Installation condition:Dry 15\0 i 3_0\ NO' S GALA E, <br /> Reinforcement: 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) Tension load:yes(172.3.4.3(d)) <br /> Shear load:yes(17.2.3.5.3(c)) <br /> R- The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]8 Loading fib,In.ib] <br /> • <br /> 1101 <br /> ' t''' <br /> _ Y <br /> ‘,„ <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003.2009 HIM AG,FL-9494 Schrum Hitti is a registered Trademark of Hilt AG,Schwan <br /> 04/05/19 Boeing Flightline Stall 113 Page 124 <br />