Laserfiche WebLink
1■■1111T1 <br /> Hilti PROFIS Engineering 3.0.40 <br /> • www.hlitl.com <br /> Company: Page: 1 <br /> Address: Specifier. <br /> Phone I Fax: —}. ---- --- E-Mall: <br /> Design: Work Shed column Al Date: 4/3/2019 <br /> Fastening point: <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter, Hex Head ASTM F 1554 GR.36 3/4 01111111111111111.11.1.111111 <br /> Item number, not available <br /> Effective embedment depth: he=12.000 in. <br /> Material: ASTM F 1554 <br /> Proof: Design Method ACI 318-14/CIP <br /> Stand-off Installation: eb=0,000 WI.(no stand-off);t=0.500 in. <br /> Anchor platen: f,x Ir x t=14.000 in.x 8.000 rn.x 0.500 in.;(Recommended plate thickness:not calculated) <br /> Profile: W shape(AISC);(L x Wx T x FT)=14.000 in x 6.750 in,x 0.285 ln.x 0.455 In. <br /> Base material: cracked concrete,4000,f,'=4,000 psi,h=18.000 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(17.2.3.5.3(c)) <br /> R- The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[In.]&Loading[lb,ln.Ib] <br /> I <br /> , <br /> m <br /> 'I', r <br /> Y <br /> x <br /> IDInput data and results must be checked for conformity will the existing conditions and for plausibility! <br /> PROFIS Engineering I c)2003-2009 Hitt AG,FL-9494 Scrimp HAI Is a registered Trademark of Hitt)AG Schwan <br /> 1 <br /> 04/05/19 Boeing Flightline Stall 113 Page 69 <br />