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Hilti PROFIS Engineering 3.0.81 <br /> www.hilti.com <br /> Company: KPFF Page: 1 <br /> Address: SPD Specifier: NAP <br /> Phone I Fax: I E-Mail: <br /> Design: SHEAR WALL HOLDOWN ANCHOR Date: 12/17/2022 <br /> Fastening point: <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter: HIT-RE 500 V3+HAS-V-36(ASTM F1554 Gr.36)7/8 <br /> Item number: not available (element)/2123401 HIT-RE 500 V3 <br /> (adhesive) <br /> Effective embedment depth: h,,act=4.000 in.(h,,limlt=-in.) <br /> Material: ASTM F1554 Grade 36 <br /> Evaluation Service Report: ESR-3814 <br /> Issued I Valid: 3/1/2021 1 1/1/2023 <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=3.000 in.x 3.000 in.x 0.500 in.;(Recommended plate thickness:not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete,5000,f�=5,000 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.]8r Loading[lb,in.Ib] <br /> Design loads O <br /> Sustained loads <br /> V �l.9+ <br /> m <br /> Z <br /> Y <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 />