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Anchor Designer TM Company: Mike Smith Engineering,Inc. Date: 12/11/2013 <br /> Software Engineer Mike Smith Page: 1213 <br /> r Project: <br /> Version 2.0.4896.34 Address: P.O.Box 611,Lodi,CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail: mike mseng.comcastbiz.net <br /> 3.Resulting Anchor For[p;4 —' <br /> Anchor Tension bad, Shear bad x, Shear bad y, Shear load combined, <br /> Nw(lb) V_(lb) "'.0b) AV-W+(V*w)`(Ib) <br /> 1 0.0 0.0 410.0 410.0 <br /> Sum 0.0 0.0 <br /> 410.0 410.0 <br /> Maximum concrete compression strain(%.):o.o0 <Figure 3> - <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(ib):0 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,e'w(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,W iy(inch):0.00 Y <br /> Eccentricity of resultant shear forces in x-axis,e'v.(inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis.e4r(inch):0.00 <br /> Xjr <br /> 8 Steal Strength of Anchor in Shear(Sec,1).6,1) <br /> V.(lb) ¢row 0 t 011-(ib) <br /> 9930 1.0 0.65 6455 <br /> 10.Concrete Ptvout Strength of AnGhnr tr,Shear(Sec D 6 3) <br /> 0.750doVa,=0.75¢dOkvN6=0.754agk�(Ank/Awp}'Y.4nY�N+i�wNe(Eq.D-30) <br /> km Am(int) Amo(int) 9'�.W..N VqN Tnm Na(lb) 0 0.7504V�v(lb) <br /> 2.0 66.06 68.06 1.000 1.000 1.000 4246 0.70 1783 <br /> 11 Interection of.Tensile and Shear Fpreea(Seems D,jj <br /> Shear Factored Load,V.(Ib) Design Strength,mV.(lb) Ratio Status <br /> Steel 410 6455 <br /> 0.06 Pass <br /> Pryout 410 1783 0,23 Pass(Governs) <br /> 5/8"0 CS Strong-Bolt 2,hnom:3.375"(86mm)moots the selected design criteria. <br /> 12.Warnings RECEIVED <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 /> MAR 2 7 2015 <br /> ENVIRONMENTAL <br /> HEAT TN nF'p4 RTANNT <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and gtldelines must be checked for plausibility, <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 99568 Phone 925.560.0000 rax:925.847.3871 www.3imn9lic.com <br />