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SIMPSON Anchor Designer TM Company. Date: 5/5/2022 <br /> _ Engineer: Page: 5/5 <br /> , K ,--v Software Project: SDA#7673 <br /> :" i Version 3.0.7845.3 Address: <br /> ® <br /> Phone: <br /> E-mail: <br /> Avc(in2) Avco(in2) Yec.v yed,V yc,V `Yb,v Vox(Ib) 0 0Vcbgy(Ib) <br /> 1080.00 1458.00 1.000 1.000 1.400 1.500 43469 0.75 101428 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> r Vcpg=0 mini kcpNag;kcpNcbgl=0 minikcp(ANa/ANao)Vec.NaPed.Na Wcp,NaNba;kcp(ANc/ANco)Yec.N'ed.N Vic.N Tcp.NNbl(Sec. 17.3.1 &Eq. 17.5.3.1b) <br /> kcp ANa(in2) ANao(in2) 'Pea Na &Pec,Na Vicp.Na Nba(Ib) Na(Ib) <br /> 2.0 2594.17 950.00 1.000 1.000 1.000 24793 67702 <br /> ANc(in2) ANco(in2) Viec,N Ped.N 'c,N Pcp,N Nb(Ib) Ncb(Ib) 0 <br /> 1173.00 225.00 1.000 1.000 1.000 1.000 12021 62669 0.70 <br /> Y Vcpg(Ib) <br /> 87736 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,V.(Ib) Design Strength, oVo(Ib) Ratio Status <br /> Steel 8150 21918 0.37 Pass <br /> T Concrete breakout x- 65200 67134 0.97 Pass(Governs) <br /> II Concrete breakout y- 32600 101428 0.32 Pass(Governs) <br /> Pryout 65200 87736 0.74 Pass <br /> SET-3G w/1 1/4"0 F1554 Gr.36 with hef=5.000 inch 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 />