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SIMPSON Anchor Designer TM Company: Date: 5/2/2023 <br /> Engineer: s Page: 5/5 <br /> Strong-Tie Software Project: <br /> Version 3.1.2303.1 Address: <br /> to <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> V.(Ib) Ogrout 0 OgroutOVsa(Ib) <br /> 6510 1.0 0.65 4232 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> 0Vcpg=OkcpNcbg=qtkcp(ANc/ANco)`yac,N Ped,N Pc,N'Pcp,NNb(Sec.17.3.1 &Eq.17.5.3.1 b) <br /> km ANc(in2) ANco(in2) Wec,N ¶Ped,N Pc,N Pcp,N Nb(Ib) 0 0Vcpg(Ib) <br /> 2.0 203.06 68.06 1.000 1.000 1.000 1.000 3876 0.70 16191 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.61 <br /> Tension Factored Load,N.(Ib) Design Strength,oNn(Ib) Ratio Status <br /> Steel 400 9075 0.04 Pass <br /> Concrete breakout 1600 5638 0.28 Pass(Governs) <br /> Pullout 400 1857 0.22 Pass <br /> Shear Factored Load,V.(Ib) Design Strength,eVn(lb) Ratio Status <br /> Steel 208 4232 0.05 Pass <br /> Pryout 830 16191 0.05 Pass(Governs) <br /> Interaction check Nua/gNn Voa/0V Combined Ratio Permissible Status <br /> Sec.17.6.1 0.28 0.00 28.4% 1.0 Pass <br /> 1/21 CS Strong-Bolt 2,hnom:3.25"(83mm)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 />