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1■■111 TI <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: BergerABAM Page: 1 <br /> Specifier: Blythe Meigs Project: 40-25 Vandeck Column <br /> Address: Sub-Project I Pos.No.: A18.0101.00 <br /> Phone I Fax: I Date: 10/25/2017 <br /> E-Mail: <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter: HIT-HY 200+HAS-E B7 7/8 ,. 10 Al <br /> Effective embedment depth: hef,act=3.500 In.(het,limit=-in.) +tu FNvzoo <br /> Material: ASTM A 193 Grade B7 <br /> Evaluation Service Report: ESR-3187 <br /> Issued I Valid: 11/1/2016 1 3/1/2018 <br /> Proof: Design method ACI 318-14/Chem <br /> Stand-off installation: without clamping(anchor);restraint level(anchor plate):2.00;eb=1.000 in.;t=0.500 in. <br /> Hilti Grout:CB-G EG,epoxy,fc,Grout=14939 psi <br /> Anchor plate: Ix x lY x t=3.000 in.x 12.000 in.x 0.500 in.;(Recommended plate thickness:not calculated <br /> Profile: Rectangular plates and bars(AISC);(L x W x T)=6.000 in.x 0.500 in.x 0.000 in. <br /> Base material: cracked concrete,4000,fb'=4000 psi;h=5.500 in.,Temp.short/long:32/32°F <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 /> Geometry[in.]&Loading[Ib, in.lb] <br /> Z <br /> v� <br /> -'A► D <br /> oc <br /> 0 jo, <br /> • <br /> x <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 />