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Comport : Mike Smith Engineering,Inc: Date: 211412014 <br /> Anchor DesignerTm Engineer: Mike Smith Pape. 414 <br /> Software Proect: Tiger Lines <br /> n f I Version 2.4.5673.0 <br /> Address: P.O.Box 611,Lodi.CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail; ItliMemsen .comcasibi7 tint <br /> 8.S ael 5trnpgth of Anch'yI i, I�Shear Sec._D•6.11 <br /> V..(lb) <br /> 1800 1.0 0.05 1170 <br /> 14�ry��f�A9tLL+zf_Aachor in She�r1���6.�.1. <br /> OV,=Ok^h=Ok.p(AN.1 AN-)y'ed,NY'.,rq y1 p,NNe(Eq.D-40) <br /> k.p AN.(int) AN-(in?) `f:dN `y.N P.p N Na(Ib) ¢ �V.p(Ib) <br /> 1,0 20.25 20.25 1.000 1.000 1.000 1562 0.70 1093 <br /> me actla of Te j)¢and Shear F__rce�4;_r.[#,71 <br /> Tension Factored Load,N.-(lb) Design Strength,oN„(lb) Ratio Status <br /> Steel 180 4200 0,04 Pass <br /> Concrete breakout 180 761 0.24 Pass <br /> Pullout 180 634 0.28 Pass(Governs) <br /> Shear Factored Load,V,-(lb) Design Strength,oW(lb) Ratio Status <br /> Steel 90 1170 0,08 Pass <br /> Pryout 90 1093 0.08 Pass(Governs) <br /> Interaction check V J¢V„ Combined Ratio Permissible Status <br /> Sec.D.7.1 0.28 9.110 28.4% 1.0 Pass <br /> 318"0 CS Strong-Bolt 2,hnom:1.875"(48mm)meets the selected design criteria. <br /> : JWMI1lgi <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 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 /> Simpson Slwng-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,GA 94588 Phone:925.560.9000 Fax:925.647.3671 www,strongtie.com <br />