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' Anchor DesignerTM Company: Mike Smith Engineering,Inc.�Da�te:: 2114/2014 <br /> En ineer; Mike Smith <br /> ; - Software Project: Tiger Lines <br /> Version 2.4.5673,0Address; P.O.Box 611,Lodi,CA 95241 <br /> e <br /> Phone: 209-334-2332 <br /> E-mail: I rnike@?mseng.corrnc�3sibia.net <br /> �esulkirju Anchor Forces. <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> N..(lb) Vuex(lb) V..y(lb) r[Vn.x)�*(V..r)=(lb) <br /> f 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 farce(lb):0 <br /> J'acmnificily of resutlant tension'forces in x-axis,e'N,(inch):0.00 <br /> Ecce(liray of resultant tension forces-in y--ails,gli,(inch)10.00 <br /> Y <br /> Lecenlricity of resultant shear forces in x-axis,e'vi(Inch):0.00 • <br /> Eccentricity of resullmi shear forms in y-ails,e'vy(inch):0.00 <br /> B.SLeegl,Strong(5 of An-gh4r In ANON.;r_f <br /> V..(lb) 09—f d Og_goV,.(lb) <br /> 0930 1.0 0.65 6455 <br /> 10 CoatQPd3LQltLstfgn9_kh af_ARzhor in 9heAf1 ec b.6 <br /> OV�p=¢k.pN.n=Ok�p(An�lAvg.)94a,N`Y,v Y<p.NNn(Eq.D-40) <br /> k,p Arm(in) AN'.(W) Y'.a.N V,,N Y�p,N Nn(Ib) 0 OV�p(lb) <br /> 2.0 68.06 68.06 1,000 1.000 1.000 3876 0.70 5427 <br /> ul a efts <br /> intorar lQtlnf Tslstsllo�r d._ r a 7 <br /> Shear Factored Load,W.(lb) Design Strength,oV„(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 /> -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 plausibilily. <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94568 Phone:925.560,9000 Fax:925,847.3871 www.stronglie.com <br />