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NuI- I <br /> Hilti PROFIS Engineering 3.0.40 <br /> • www.hitti.com <br /> Company: Page: 1 <br /> Address: Specifier: <br /> Phone I Fax: � — E-Mail. <br /> Design: ! Work Shed column A2 Date: 4/3/2019 <br /> Fastening point: ~�--�•l <br /> Specifler's comments: <br /> 1 Input data <br /> Anchor type and diameter. Hex Head ASTM F 1554 GR.36 3/4 <br /> Item number not available <br /> Effective embedment depth: her= 12.000 in, <br /> Material. ASTM F 1554 <br /> Proof: Design Method ACI 318-141 CIP <br /> Stand-off installation: eb=0.000 In.(no stand-off);t=0,500 in. <br /> Anchor platen: I.x Iy x t=14.000 In.x 8.000 in.x 0.500 In;(Recommended plate thickness:not calculated) <br /> Profile: W shape(AISC);(L x W x T x FT)=14.000 In.x 6.750 in.x 0.285 in.x 0.455 in. <br /> Base material: cracked concrete,,fe=4,500 psi;h=18.000 In. <br /> Reinforcement: tension:condition B,shear.condition B; <br /> edge reinforcement:none or<No.4 bar <br /> 0 <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[ib,In.Ibj <br /> 1 <br /> n <br /> x Cr 7� <br /> ir <br /> 44 - ---;1 9 0 1,•.‘.-'' <br /> ...4\e* ,:i - • .. <br /> lioir tni..., - '"':\ <br /> t .,, <br /> IIIInput data and results must be checked for conformity with the existing conditions and for p!ausiNity! <br /> PROFIS Engineering(c)2003-2009 HNi AC.FL-9494 Schoen Hini is a regfstered Trademark of Hi1B AG,Schaan <br /> 1 <br /> 04/05/19 Boeing Flightline Stall 113 Page 89 <br />