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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> • <br /> Software <br /> Strong-Tie Project: <br /> Page: 5/5 <br /> Project: <br /> Version 3.0.7845.3 Address: <br /> Phone: <br /> E-mail: <br /> Iq$Vcbgx=Q(2)(AVc/Avco)`Yec,vY%4v Y%,VWI?,VVby(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1 b) <br /> Avc(in2) Avco(in2) Y'ec,v Yed,V WoV Vby(Ib) 0 OVcbgx(Ib) <br /> 368.64 46.08 1.000 1.000 1.400 1.000 3643 0.75 61201 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> OVcp=O minikcpNa;kcpNcbl=0 minIkcp(ANa/ANao)Yed,Na Pep,NaNba;kcp(ANc/ANco)Yed,NYe,NYep,NNbi(Sec. 17.3.1 &Eq. 17.5.3.1a) <br /> kcp ANa(in2) ANao(in2) 'ed,Na fcp,Na Nba(lb) Na(Ib) <br /> 2.0 146.40 679.27 0.774 1.000 40705 6787 <br /> ANC(in2) ANco(in2) Ped,N Ye,N Wcp,N Nb(Ib) Ncb(Ib) 0 0Vcp(Ib) <br /> 146.40 729.00 0.771 1.000 1.000 32456 5026 0.70 7036 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,Vua(Ib) Design Strength,0Vn(Ib) Ratio Status <br /> Steel 6864 10967 0.63 Pass <br /> T Concrete breakout x- 4145 6800 0.61 Pass(Governs) <br /> II Concrete breakout x- 59950 61201 0.98 Pass(Governs) <br /> Pryout 6712 7036 0.95 Pass <br /> • <br /> SET-3G w/1"0 F1554 Gr.36 with hef=9.000 inch meets the selected design criteria. <br /> 12.Warnings <br /> -For irregular anchor patterns,the designer must consider sizing of base plate holes to ensure shear loads are distributed to anchors as <br /> designed. <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 />