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FTMMM • Anchor Designer TM for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Pager 4/5 <br /> Concrete Software Project: <br /> ® Version 3.3.2404.1 Address: 2333 Seaway Blvd,Everett,WA 98203 <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.7.1) <br /> Vsa(lb) Ogrout 0 OgroutoVsa(lb) <br /> 4790 1.0 0.60 2874 <br /> 9.Concrete Breakout Strength of Anchor in Shear(See.17.7.2) <br /> Shear perpendicular to edge in y-direction: <br /> Vby=minl7(1e/da)°NdaAalifx.il5;9A,,gfcca,I51(Eq. 17.7.2.2.1a&Eq. 17.7.2.2.1b) <br /> k(in) da(in) Aa fc(psi) Ca,(in) Vby(lb) <br /> 2.35 0.500 1.00 2500 34.50 68344 <br /> ¢Vcby=0(Avc/Avco)VedvV'oy%yVby(Sec. 17.5.1.2&Eq. 17.7.2.1a) <br /> Avc(Inz) Av.(W) Wea,v Y%,v V'h,v Vby(lb) 0 OVcby(lb) <br /> 337.50 5356.13 0.726 1.400 2.937 68344 0.70 9000 <br /> Shear parallel to edge in x-direction: <br /> Vby=minj7(Wda)0.2�da L gfcCa11'5;9Aagf�Ca11'51(Eq. 17.7.2.2.1a&Eq. 17.7.12.1b) <br /> /e(in) da(in) Aa f c(psi) Cal(in) Vby(lb) <br /> 2.35 0.500 1.00 2500 4.50 3220 <br /> OVobgx=0(2)(AvelAveo)Vec,v`YedvYc,vV-h,vVby(Sec. 17.5.1.2, 17.7.2.1(c)&Eq. 17.7.2.1b) <br /> Avc(W) Avco(in2) V'ec,v %d,v Vo,v V'h,v Vby(Ib) 0 OVebgx(lb) <br /> 135.00 91.13 1.000 1.000 1.400 1.061 3220 0.70 9916 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.7.3) <br /> OVcpg=okcpNcbg=Okcp(ANc/A—)V'ec,NV'edNV'c,NV'cp,N&(Sec. 17.5.1.2&Eq. 17.7.3.1b) <br /> kcp ANc(Inz) AN.(Inz) Vec,N WedN V%,N Vcp,N Nb(lb) 0 ¢Vcpg(lb) <br /> 1.0 113.15 49.70 1.000 1.000 1.000 1.000 4323 0.70 6889 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.81 <br /> Shear Factored Load,Vua(lb) Design Strength,OW(lb) Ratio Status <br /> Steel 1708 2874 0.59 Pass <br /> T Concrete breakout y+ 5125 9000 0.57 Pass <br /> II Concrete breakout x- 5125 9916 0.52 Pass <br /> Pryout 5125 6889 0.74 Pass(Governs) <br /> 1/2"0 THD,hnom:3.25"(83mm)meets the selected design criteria. <br /> ..................................................... ................................................................_...................................._............._..................................._....._.__..............................................................................._........................................................................................................................................................................................ <br /> ... <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 Strang-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> L-T (7 <br />