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i iWl�9��$1�J W 8 <br /> 1 <br /> Hilti PROFIS Engineering 3.0.76 <br /> ,ypx f <br /> www.hif.com <br /> Company: l=nginee_rs Northwest Page: 1 <br /> Address: 9725 3rd Ave NE STE#207 Specifier- <br /> Phone I Fax: I E-Mail: <br /> Design: Concrete-Apr 1,2022(9) Date: 411/2022 <br /> Fastening point: <br /> Spescifier's comments: <br /> 1 Input data <br /> Anchor types and diameter: AWS DIA Gk 8 314 <br /> Item number: not available <br /> Effective embedment depth: h t=7,000 in.. <br /> Malerial: <br /> Evaluation Service Report: HIM Technical Data <br /> Issued I Valid: -I- <br /> Proof: Design Method ACi 318-14 1 CIP <br /> Stand-off installation e,=0.000 in.(no stand-off):t=0.625 in. <br /> Anchor plater: Ix x ly x t=27.000 in.x 14.000 in.x 0.625 in.:(Recommended plate thickness:not calculated) <br /> Profile: Rectangular plates and bars(RISC).12-318;(t_x W x T)=12,000 in.x 0.375 in. <br /> Base material: cracked concrete,.f_'=4.500 psi:h=8.500 in. <br /> Reinforcement: tension:condition B.shear:condition B: <br /> edge reinforcement:none or<No.4 bar <br /> Seismic loads(cat.C,D.E,or F) Tension load:yes(17.2.3.4.3(d)) <br /> Shear load:yes 07Z15.3(c)) <br /> The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]&Loading[ib,in.tb] <br /> t <br /> ......" ...... <br /> tnpu!o3ia and results must iaa c?sncked hx cr��cxrni,y x tr s`�r ewstin�cat�eans and for(vaus 0�1°y! <br /> PROFtS Engwrdering.c)2003-20<"2 H44 AG.FL 3494 Sc t.an H..1V m a regsweo Traoemari,o,Hilb AG,SOW <br /> 1 <br />