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Hazardous Waste Tank System '`ECT .J U L 2 O 2 015March <br /> Written Assessment per CCR Title 22 1 <br /> t Applied Aerospace Structures, Inc.. Stockton, CA 95206 Ar 2015 <br /> Anchor DesignerTM Company: Siegfried Engineerinq,Inc. Date: 11/20/2014 <br /> Engineer: Tony Lopes Page: 314 <br /> Software Project: <br /> Version 2.0.4896.36 Address. 3244 Brookside Road,Suite 100,Stockton,CA <br /> k <br /> Phone: 209-943-2021 <br /> E-mail: ajlopes@siegfdedeng.com <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nue(Ib) Vu..ON Vusy(lb) J(V...)°+(V..Y),(lb) <br /> 1 894.0 0.0 0.0 0.0 <br /> Sum 894.0 0.0 0.0 0.0 <br /> Maximum concrete compression strai,(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(ib):894 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'N.(Inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(Inch):0.00 Y <br /> X <br /> 4.Steel Strength of Anchor in Tension(Sec.D.5.1) <br /> N-(lb) 4 ON..(lb) <br /> 10890 0.65 7079 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) <br /> Nn=k.1aJr.h.r'S(Eq.D-6) <br /> kc d, r.(psi) he(in) Nn(lb) <br /> 17.0 1.00 3000 1.980 2594 <br /> 0.750N e=0.750(AN./AN<o)'Y,d,N'f'�.ty>16.NNa(Sec.D.4.1&Eq.D-3) <br /> t <br /> AN.(in') AN..(in' yod,N KN '/s,,N Nr(lb) 4 0.750N b(lb) <br /> 35.28 35.28 1.000 1.00 1.000 2594 0.65 1265 <br /> 6.Pullout Strength of Anchor in Tension(Sec.0.5.31 <br /> 0.75^N =0.7507'.PA.No(f'./2,500)"(Sec.D.4.1,Eq.D-13&Code Report) <br /> P" A Nv(lb) r.(psi) n 4 0.750N,(lb) <br /> 1.0 1.00 1723 3000 0.50 0.65 920 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> dimpson Stn i.g-,ie C-mpauy Inc 5956 W.Las Posites Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> Strandberg Associates 1(856,! 388-0z N rwatergt,lV(cDrwaterc,^.r%rnni 14 <br />