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• Anchor Designer TM Company: Cullumber Engineering Date: 5/16/2018 <br /> Engineer: C. Dilworth Page: 3/4 <br /> Software Project: Lodi-Fuel Tanks <br /> Version 2.5.6582.0 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nu.(lb) Vu..(lb) Vu.,(lb) J(VUaX)2+(Vuay)2(lb) <br /> 1 13914.0 0.0 1164.0 1164.0 <br /> Sum 13914.0 0.0 1164.0 1164.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):13914 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 <br /> Eccentricity of resultant shear forces in x-axis,e'w(inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis,e'w(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.17.4.11 <br /> Ns (Ib) gd ON..(lb) <br /> 26795 0.75 20096 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.21 <br /> Nb=16A.*'hePi3(Eq.17.4.2.2b) <br /> A. f'c(psi) her(in) Nb(lb) <br /> 1.00 2500 12.000 50318 <br /> ONcb=0(ANc/AN=)'Yed.N'I%,NVfcp,NNb(Sec.17.3.1 &Eq.17.4.2.1a) <br /> ANc(In2) AN.(In2) ca,min(In) Ped,N Tc,N Tcp,N Nb(lb) 0 ONcb(lb) <br /> 1199.97 1296.00 12.00 0.900 1.00 1.000 50318 0.70 29352 <br /> 6. Pullout Strength of Anchor in Tension(Sec.17.4.31 <br /> ONpn=OPf ,^=OP.,P8Abrgf'c(Sec. 17.3.1,Eq.17.4.3.1 &17.4.3.4) <br /> Wc,P Abro(int) f'c(psi) 0 ONpn(Ib) <br /> 1.0 4.07 2500 0.70 56910 <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 Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 8 <br />