Laserfiche WebLink
Hiltif PROMS Engineering 3.0.76 AO/V <br /> www.hilti.com <br /> ­-1............ <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 11 2022(7) Date: 41112022 <br /> Fastening point: <br /> 1_.._1.._._..._............. ................. <br /> speomees comments, <br /> ................ ........... <br /> 1 Input data <br /> Anchor type and diameter: AWS DIA GR.5 314 <br /> Item number; not available <br /> Effective embedment depth: h,=7.750 in. <br /> Material: <br /> Evaluation Service Report: Hlti Technical Data <br /> Issued I Valid: -I- <br /> Proof: Design Method ACt 318-14 1 CIP <br /> Stand-off installation: e,=0-000 in.(no stand-off);t=0,750 in. <br /> Anchor plate" 1,x ly x t=33.000 in.x 15.000 in.x 0.750 in,:(Recommended plate thickness:not calculated) <br /> Profile: Rectangular plates and bars(AISC),12-3/8;(L x W x T) 12.000 in.x 0.375 In. <br /> Base material: cracked concrete,,fs =4.500 psi;h=9.250 in. <br /> Reinforcement-, tension:condition 8,shear:condition 8: <br /> edge reinforcement:none or<No.4 bar <br /> Seismic loads(cat.C.D:E,or F) Tension load:yes(172,3.4.3(d)) <br /> Shear load:yes(17,2,3,5,3(c)) <br /> The anchor calculation is based on a rigid anchor plate assumption_ <br /> GeometryVnj&Loading(lb,in.1b] <br /> 4 <br /> N <br /> z <br /> 6 <br /> N-11 <br /> .... ........... ........ <br /> Inp-IFt data and rawltimust)e rwB ked for coMmutay wO we ex3s13ng Conditions And for VlaurkitAty. <br /> PRCfIS Engiriaecing I 4 2CG3-20422 HIM AG:4-L-9494 Sftan Hitij is a registered Trademark a RM AG,Scr.-an <br />