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a <br /> www.hilti.us Profis Anchor 2.7.2 <br /> Company: BRPH Page: 1 <br /> Specifier. Project: STORAGE RACKS <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: I Date: 4/19/2017 <br /> E-Mail: <br /> Specifier's comments:40-53 TO 40-05 AOG Relocation <br /> 1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ-CS 1/2(3 1/4) 1 <br /> Effective embedment depth: haf,ea=3.250 in.,h,,,,,,=3.625 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-1917 <br /> Issued I Valid: 611/201615/1/2017 <br /> Proof: Design method ACI 318-14/Mach. <br /> Standoff installation: eb=0.000 in.(no standoff);t=0.500 in. <br /> Anchor plate: 4 x Ir x t=8.000 in.x 8.000 in.x 0.500 in.;(Recommended plate thickness:not calculated <br /> Profile: Square HSS(AISC);(L x W x T)=1.250 in.x 1.250 in.x 0.125 in. <br /> Base material: cracked concrete,4000,fc'=4000 psi;In=7.000 in. <br /> Installation: hammer drilled hole,Installation condition:Dry <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(17.2.3.4.3(d)) <br /> Shear load:yes(17.2.3.5.3(c)) <br /> Geometry lin.]&Loading Pb,in.Ib] <br /> Z1 <br /> 0 <br /> �0 <br /> 5 <br /> z <br /> m <br /> « „�"""" � <br /> r " x <br /> Input data and results must be checked for agreemem with the existing condrbons and for plausibility! - <br /> PROFIS Anchor(c)2003-2009 Hila AG,FL-9494 Schaan Hila is a registered Trademark of F4tb AG,Schaan \ <br /> J <br />