Laserfiche WebLink
Hilts PROFIS Engineering 3.0.40 <br /> www.hiltt.com . <br /> Company Page 1 <br /> Address: Specifier <br /> Phone I Fax I E-Mail <br /> Design. Electrical Hardstand-Apr 4.2019 Date 4/5/2019 <br /> Fastening point <br /> Speciiier's comments: <br /> 1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ-CS 3/4(4 3/4) <br /> Item number not available <br /> Effective embedment depth h,r=4.750 in,h =5.563 In. <br /> Material Carbon Steel <br /> Evaluation Service Report: ESR-1917 <br /> Issued I Valid 4/1/2018 15/1/2019 <br /> Proof. Design Method ACI 318/AC193 <br /> Stand-off Installation' et,=0.000 in (no stand-off);t=0.500 in. <br /> Anchor platen I;x ly x t= 10.000 in.x 10.000 In x 0.500 in.;(Recommended plate thickness not calculated) <br /> Profile: Square HSS(AISC);(L x W x T)=4.000 In x 4.000 in.x 0.375 In. <br /> Base material cracked concrete,4000,fc'=4,000 psi;h=8.000 in. <br /> Reinforcement: tension:condition B,shear condition B;no supplemental splitting reinforcement present III <br /> edge reinforcement:none or<No.4 bar <br /> Seismic loads(cat.C, D,E,or F) no <br /> R- The anchor calculation is based on a rigid anchor plate assumption <br /> Geometry[in.]&Loading[Ib,In.lb] <br /> 4 i <br /> - - <br /> 1110111r;A '' , <br /> • <br /> iii• <br /> I- <br /> '622236 <br /> 3 <br /> X • <br /> Input data and results must be checked for conformity with the existing conditions and fa plausibility! <br /> PROFIS Engineering(c)2003-2009 Huai AG.FL-4494 Schoen Hltl Ise registered Trademark of HiJ AG Suhaan <br /> 04/05/19 Boeing Flightline Stall 113 Page 30 <br />