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SIMPSON Anchor Designer TM Company: City of Everett Date: 4/20/2020 <br /> Engineer: Randy Loveless,P.E. Page: 5/6 <br /> gimminiuTie Software Project: Water Main Repair-WSDOT Bridge 5/645W <br /> Version 2.9.7376.1 Address: <br /> e <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.11 <br /> Vsa(Ib) Q5grout 0 av,sais bgroulav,seisgVse(lb) <br /> 21090 1.0 0.65 0.68 9322 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec. 17.5.21 <br /> Shear perpendicular to edge in x-direction: <br /> Vex=minI7(le/da)c'2Jda2aJfcCa11'5;9A.a4f'cca11'5'(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> le(in) da(in) ).a fa(psi) Cal(in) Vbx(Ib) <br /> 5.00 1.000 1.00 5000 24.00 74825 <br /> 0Vcbgx=0(Avc/Avco)Wec,v'ed,vWc.Vgh,VVbx(Sec. 17.3.1 &Eq. 17.5.2.1b) <br /> Avc(in2) Avco(in2) TPec,V Ped,V Pc,V Y'h,V Vbx(lb) 0 ittVcbgx(lb) <br /> 3060.00 2592.00 1.000 1.000 1.400 1.000 74825 0.70 86568 <br /> Shear parallel to edge in y-direction: <br /> Vbx=minI7(le/da)°'2JdaA.aJf'cCa11'5;9Ae4f'cCa11'5I(Eq. 17.5.2.2a&Eq. 17.5.2.2b) <br /> la(in) da(in) xta fa(psi) cal(in) Vbx(Ib) <br /> 5.00 1.000 1.00 5000 24.00 74825 <br /> rpVcbgy=tb(2)(Avc/Avco)°Pec,v Ped.VWc,V Ph,VVbx(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1b) <br /> Avc(in2) Avco(in2) 1Pec,v Wed,V Pc,V `Ph,v Vex(Ib) 0 r Vcbgy(lb) <br /> 3060.00 2592.00 1.000 1.000 1.400 1.000 74825 0.70 173136 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.31 <br /> OVcpg=0minlkcpNag;kcpNcbgl=0minikcp(ANa/ANao)tPec.NatPed,NaPcp,NaNba;kcp(ANc/ANco)Teo,NPed,NWPc,N!Pcp,NNbl(Sec. 17.3.1 &Eq. 17.5.3.1b) <br /> kcp ANa(in2) ANao(in2) tVed,Na Pec,Na Vicp,Na Nba(Ib) Na(lb) <br /> 2.0 507.61 287.27 1.000 1.000 1.000 11417 20173 <br /> ANc(in2) ANco(in2) Pec,N ied,N Pc,N 'cp,N Nb(Ib) Ncb(Ib) ft <br /> 420.00 225.00 1.000 1.000 1.000 1.000 18974 3'5]418 0.70 <br /> ,,//,,Vc Ib (TV! <br /> 11 t /A - �2 42 ) A/ )28242IR ` <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.6.) <br /> Tension Factored Load,N.(Ib) Design Str ngth,oNo(lb) atio Status X <br /> Steel 1000 26363 0.04 Pass <br /> Concrete breakout 2000 22`8 0.12 Pass <br /> Adhesive 2000 9834 0.20 Pass(Governs) <br /> Shear Factored Load,V.(Ib) sign Stren ,oVa(Ib) Ratio Status <br /> Steel 1031 9322 0.11 Pass(Governs) <br /> T Concrete breakout x+ 2000 86568 0.02 Pass <br /> II Concrete breakout x- 500 136 0.00 Pass <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 />