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Anchor Designel-T^^ Company: Mike Smith Engineering,Inc. Date: 211412014 <br /> Engineer; Mike Smith Page: 313 <br /> Software project: Tiger Lines <br /> Version 2.4.5673,0 Address: P.O.Box 611,Lodi,CA 95241 <br /> e Phone: 209-334-2332 <br /> E-mail: I niike@msen6.conicastbiz.net <br /> 3�I�gsulting Anchor Farces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> %a(lb) Vuax(16) Vuay(1b) q( I' .)�+(V..&(lb) <br /> 1 0.0 2800.0 0.0 2800.0 <br /> Sum 0,0 2800.0 0,0 2800.0 <br /> Maximum concrete compression strain(%.):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):0 <br /> Resultant compression force(Ib):0 <br /> L cceniriclly of resultant trusion forces in x-axis,L''N,(inch):0.00 <br /> Eccenifleity nt resultant tension forces In y-axis,e'm(inch):x3.00 Y <br /> Fccentrictty of resultant shear forces in x-axis,e'v.(inchy:0.00 <br /> Eccertlricily of r©multanI sheau•forces in y-axis,e'*Cinch);0.00 <br /> XT <br /> fL Steal 9ireggtih of A(Mt oor In 5tie ar(sec.M6.1 <br /> Vaa(lb) 09—t 0 Ogg ,1dV..(Ib) <br /> 9930 1.0 0.65 8455 <br /> 1„0w.,tollcto, <br /> t$�rlf_4.t�L��Sj7.9�A, <br /> ¢V.p=¢k.pN.n=Ok.p(AwlANG.)v:d,NP'.Nycp,NNh(Eq.D-40) <br /> k.p AN.(int) ANrn(W) y%d,N 'y.N Pp,N Na(lb) 0 ¢V.p(lb) <br /> 2.0 68.06 68,06 1.000 1.000 1.000 3876 0.70 5427 <br /> 11.Results <br /> IlZL4f.@ r19 9�LQl 14 and Shaer Fot_Pfts.( eC.x.71 <br /> Shear Factored Load,Va.(lb) Design Strength,0Vn(lb) Ratio Status <br /> Steel 2800 6455 0,43 Pass <br /> Pryout 2800 5427 0.52 Pass(Governs) <br /> 518"0 CS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria, <br /> 12.WAr In s <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D,8.1 and D.B.2 for torqued cast-in-place anchor is waived per <br /> designer option. <br /> Per designer Input,ductility requirements for tension have been determined to be satisfied—designer to verify, <br /> Per designer input,ductility requirements for shear have been determined to be satisfied—designer to verify. <br /> Designer must exercise own judgement to determine if this design is suitable. <br /> Refer to manufacturer's product literature for hole cleaning and installation instructions. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpsori Strong-lie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925,647.3871 www.stronglie.com <br />