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�w �. <br /> Hiiti PROFIS Engineering 3.0.76 <br /> wa w.hillti.com <br /> __�_._______ ............._. ____.__._.._..__._____..__.__.._._._._.._.._...._..._.._..._..._._...._._..._._._.._..._..___...............____._...._-._..._... <br /> Company: Engineers Northwest Page: <br /> Address: 9725 3rd Ave NE STE#207 Specifier. <br /> Phone I Fax: I E-Mail: <br /> Design: Concrete-Apr 1,2022(9) Date: 4/112022 <br /> Fastening point: <br /> __.._..m..__._.._......._............. . ...... <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter: AWS 01.1 GR.8 314 t <br /> Item number: not available c <br /> Effective embedmeit depth: h,=7.750 in. <br /> Material: <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: -j- <br /> Proof: Design Method ACI 318-141 CIP <br /> Stand-off installation: et,=0,000 in.(no stand-off);t=0.625 in. <br /> Anchor plate: 1x x ly x t=27.000 in,x 13.000 in,x 0.625 in.:(Recommended plate thickness:not calculated) <br /> Profile: Rectangular plates and bars(AISC),12-318:(L x W x T)=12.000 in.x 0.375 in. <br /> Base material: cracked concrete.,ft=4,500 psi;h=9.250 in. <br /> Reinforcement: tension:condition B.shear condition 8; <br /> edge reinforcement:none or c No.4 bar <br /> Seismic loads(cat.C,D,E.or F) Tension load:yes(17.2.3.4.3(d)) <br /> Shear toad:yes(17.2.3.5.3(c)) <br /> -The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry(in.]&Loading Ob,in.ib] <br /> 4 <br /> y Fn1 <br /> z � <br /> r <br /> y- s; <br /> x A <br /> ......_..__._..__................_..._._..........._.._........ <br /> _._.._.._._..._..........._ <br /> input data and reSuk%M. St be checr.5d I---canrorriily wh!he.em%rig�rtdhons and for FlauSibilrty+ <br /> PPOF1 c'rgnL--Nng{c)2003-2022 WEi AG.FL-9494 Swan Wt is a registered Tradernarx of Hilt,AG,Sham <br /> 1 <br />