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1 of 34 <br /> I■■III..TI <br /> Hilti PROFIS Engineering 3.0.75 <br /> www.hilti.com <br /> Company: Otak,Inc. Page: 1 <br /> Address: Specifier: <br /> Phone I Fax: I E-Mail: <br /> Design: BRT Shelter Windscreen Retrofit-Long Direction Date: 2/3/2022 <br /> Fastening point: <br /> Specifier%comments: <br /> 1 Input data .� .. .. <br /> IONLfri I. <br /> Anchor type and diameter: HIT-HY 200+HAS-V-36(ASTM F1554 Gr.36)1/2 " '"'"'w' ""`""" <br /> tel <br /> Item number: 2198022 HAS-V-36 1/2"x6-1/2"(element)/2022791 <br /> HIT-HY 200-A(adhesive) <br /> Effective embedment depth: hefac,=4.000 in.(het,i=it=-in.) <br /> Material: ASTM F1554 Grade 36 <br /> Evaluation Service Report: ESR-3187 <br /> Issued I Valid: 5/1/2021 13/1/2022 <br /> Proof: Design Method ACI 318-14/Chem <br /> Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. <br /> Anchor platen: Ix x ly x t=4.500 in.x 10.000 in.x 0.500 in.;(Recommended plate thickness:not calculated) <br /> Profile: Rectangular HSS(AISC),HSS4X3X.250;(L x W x T)=4.000 in.x 3.000 in.x 0.250 in. <br /> Base material: cracked concrete,4000,fb'=4,000 psi;h=6.000 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 /> R-The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]&Loading[lb,ft.lb] <br /> l l Design loads <br /> Sustained loads <br /> a <br /> 4 <br /> _..., ...„,„,,,,...1kV ..‘, , <br /> 101 <br /> Ille00-201..'3...";711, 125/ <br /> Y X <br /> X <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 1 <br /> i;CD <br />