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1 of 34 <br /> FII`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's comments: <br /> 1 Input data ,,,o - <br /> 8. <br /> IItt <br /> Anchor type and diameter: HIT-HY 200+HAS-V-36(ASTM F1554 Gr.36)1/2 <br /> Item number: 2198022 HAS-V-36 1/2"x6-1/2"(element)/2022791 <br /> HIT-HY 200-A(adhesive) <br /> Effective embedment depth: hef,act=4.000 in.(het,„,,=-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 plateR: 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,fc'=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[Ib,ft.lb] <br /> 4 4 Design loads <br /> Sustained loads <br /> 9 <br /> 4 <br /> o <br /> 11111"4 <br /> - f U 0 .111- <br /> .1110.t. ''''.***-1*'4 --4!4„..,,,:,„. ' . s. <br /> „.„.....„. ..,.„ ,, <br /> % 125 <br /> Z o <br /> r <br /> Y X <br /> X <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineenng(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 1 <br />