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®= Anchor DeSignerTM for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Page: 4/4 <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 Og'u OVsa(lb) <br /> 7455 1.0 0.60 4473 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.7.2) <br /> Shear perpendicular to edge in rdirection: <br /> Vby=minJ7(k/da)024d.A.4Ycca11'5;9Aa4fX.1'-'J(Eq. 17.7.2.2.1a&Eq. 17.7.2.2.1b) <br /> k(in) da(in) Aa f (psi) cat(in) Vby(Ib) <br /> 2.35 0.500 1.00 2500 34.50 68344 <br /> OV cby=0(Avc/Avoo)`-ed,v Ve,vVh,vVby(Sec. 17.5.1.2&Eq. 17.7.2.1 a) <br /> Avc(in2) Av.(in2) 'Fed,V PC,v `Yh,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=min 17(/e/da)0.211daAa4f caf1'5;9i.4fccatl51(Eq. 17.7.2.2.1a&Eq. 17.7.2.2.1b) <br /> k(in) da(in) as f'c(psi) cal(in) Vby(lb) <br /> 2.35 0.500 1.00 2500 4.50 3220 <br /> OVcbgx=0(2)(Avc/Avco)V%c,vVed,vFc,vVfh,vVby(Sec. 17.5,1.2, 17.7.2.1(c)&Eq. 17.7.2.1b) <br /> Ave(in2) Av.(in2) (Fe c,v Ved,v VgV 'Yh,v Vby(lb) 0 OVcbgx(lb) <br /> 135.00 91.13 1.000 1.000 1.400 1.061 3220 0.70 9916 <br /> 10.Concrete P!yout Strength of Anchor in Shear(Sec.17.7.3) <br /> OVcpg=Okc^bg=Okcp(ANc/ANco)Viec,N Kd,N'FC N`Ycp,NNb(Sec. 17.5.1.2&Eq. 17.7.3.1 b) <br /> kcp ANc(In2) AN.(In2) 'ecN Ved,N Ve,N. Vcp,N Nb(lb) 0 OVcpg(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.17.8) <br /> Shear Factored Load,Vua(lb) Design Strength,OW(lb) Ratio Status <br /> Steel 717 4473 0.16 Pass <br /> T Concrete breakout y+ 2150 9000 0.24 Pass <br /> 11 Concrete breakout x- 2150 9916 0.22 Pass <br /> Pryout 2150 6889 0.31 Pass(Governs) <br /> 1/2"P1 THD,hnom:3.25"(83mm)meets the selected design criteria. <br /> 12.Warnings <br /> -Designer must exercise own judgement to determine if this design is suitable. <br /> -Refer to manufacturer's product literature for hole cleaning and installation instructions. <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 Strong-'Tie Compv-ny Inc. 5966 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.ccom <br /> 1� <br />