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4 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 1 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Shear Loading Date: 2/13/2020 <br /> Fastening point: <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter: HIT-RE 500 V3+HAS-E B7 HDG 7/8 <br /> Return period(service life in years): 50 <br /> Item number: 403902 HAS-E B 7/8"x12"(element)/2123401 HIT-RE <br /> 500 V3(adhesive) <br /> Effective embedment depth: hef,act=9.000 in.(hef,llm@= in.) <br /> Material: ASTM A 193 Grade B7 <br /> Evaluation Service Report: ESR-3814 <br /> Issued I Valid: 1/1/2019 11/1/2021 <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 plate : Ix x ly x t=10.000 in.x 10.000 in.x 0.500 in.;(Recommended plate thickness:not calculated) <br /> Profile: Rectangular plates and bars(AISC), 1/4-3/16;(L x W x T)=0.250 in.x 0.188 in. <br /> Base material: cracked concrete,3000,f,'=3,000 psi;h= 12.000 in.,Temp.short/long: 150/110°F <br /> Installation: hammer drilled hole,Installation condition: Dry <br /> Reinforcement: tension:condition A,shear:condition A; no supplemental splitting reinforcement present <br /> edge reinforcement:>No.4 bar with stirrups <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 /> Application also possible with HVU2+HAS 137 HDG 7/8 under the selected boundary conditions. <br /> More information in section Alternative fastening data of this report. <br /> R- The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]&Loading[lb,in.lb] <br /> I oaoyrloads <br /> ' s�sanea loads <br /> 0 <br /> b <br /> Z <br /> 4 <br /> Y �. <br /> X <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2019 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 1 <br />