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SW LINE A EPDXY CALC <br /> FrTMMO M Anchor DesignerTM Company: Rate: 1 0/1 812 02 3 <br /> Engineer: Page: 4/5 <br /> c a , Software Project: <br /> Version 3.2.2309.2 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 /> Nua(Ib) VUU(lb) Vuay(Ib) �\i(V )�+(Vu.,)2(Ib) <br /> 1 1812.0 0.0 0.0 0.0 <br /> Sum 1812.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(%a):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):1812 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'W(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 <br /> 4.Steel Strenath of Anchor in Tension(Sec. 17.4.1) <br /> Nsa(lb) 0 ^6 (lb) <br /> 13110 0.75 9833 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) <br /> Nb=kcA of chaff 5(Eq.17A 2.2a) <br /> kc Aa fc(psi) het(in) Nb(lb) <br /> 17.0 1.00 3000 5.500 12010 <br /> 0.750Ncb=0,750(AN./AHco)YFediv'F YPcpNNn(See.17.3.1 &Eq.17.4.2.1a) <br /> ANc(in2) ANee(W cemin(in) 'Ped.N `F N 'Pcp,N Nb(Ib) 0 0.75ONeb(lb) <br /> 132.00 272.25 4.00 0.845 1.00 1.000 12010 0.65 2400 <br /> 6.Adhesive Strenoth of Anchor in Tension(Sec.17.44.5) <br /> Ater=zkerfstart-tarml�sat(>nc/2,500J"CCN.seis <br /> rka(PSI) fshwt-term Ksm CWMis fe(psi) n Ti',(psi) <br /> 1356 1.00 1.00 1.00 3000 0.24 1417 <br /> Ni.=A.erandahet(Eq.17.4.5.2) <br /> Aa Tcr(psi) da(in) he(in) Nba(lb) <br /> 1.00 1417 0.63 12.000 33379 <br /> 0.75ONa=0,750(ANa/ANac)Ved,Na V cp,NaNSa(Sec. 17.3.1&Eq.17.4.5.1a) <br /> Aka(in2) ANao(in2) cNa(in) ca,mi,(in) y'edNa S�p,Na Nao(lb) 4 0.750Ne(lb) <br /> 136.10 307,10 8.76 4.00 0.837 1.000 33379 0.65 6036 <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 Crnpar7 inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />