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SIMPSON Anchor Designer TM Company: Date: 10/31/2022 <br /> Engineer: Page: 5/5 <br /> Software Project: <br /> Strong-Tie Version 3.0.7947.0 Address: <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.11 <br /> Vsa(lb) /grout 0 Iggrout0Vsa(Ib) <br /> 9930 1.0 0.65 6455 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> �Vcpg=l kopNcag=f kop(ANc/ANco)Weo,N ed,N Pc,N�cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) <br /> kcp ANc(in2) ANco(in2) Wec,N Wed,N Wc,N Wcp,N Na(Ib) 0 0Vcpg(Ib) <br /> 2.0 272.25 68.06 0.892 1.000 1.000 1.000 3876 0.70 19359 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.6.1 <br /> Tension Factored Load,Nua(lb) Design Strength,eNn(lb) Ratio Status <br /> Steel 335 14303 0.02 Pass <br /> • <br /> Concrete breakout 1200 6734 0.18 Pass(Governs) <br /> Pullout 335 1890 0.18 Pass <br /> Shear Factored Load,Vua(Ib) Design Strength,eVn(Ib) Ratio Status <br /> Steel 227 6455 0.04 Pass <br /> Pryout 860 19359 0.04 Pass(Governs) <br /> Interaction check Nua/QNn Vua/q$Vn Combined Ratio Permissible Status <br /> Sec. 17.6..1 0.18 0.00 17.8% 1.0 Pass <br /> 5/8"f CS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria. <br /> 12.Warnings <br /> -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br /> factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension <br /> need not be satisfied—designer to verify. <br /> -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br /> factored anchor shear force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear <br /> need not be satisfied—designer to verify. <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 /> 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 /> 36/81 <br />