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SIMPSON Anchor Designer TM Company: Date: 11/16/2020 <br /> Engineer: Page: 5/5 <br /> S �`ie Software Project: <br /> Version 2.9.7376.0 Address: <br /> e <br /> Phone: <br /> E-mail: <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> gVcpg= tkcpNcca=Okcp(ANc/ANGO)Y'ec,NY'ed,N 9'C,N'YCP,NNb(Sec.17.3.1 &Eq.17.5.3.1 b) <br /> kg, ANC(in2) ANce(in2) Svec,N I'ed,N weN Y'cp,N Nb(Ib) 0 OVcp9(Ib) <br /> 2.0 317.55 79.39 1.000 1.000 1.000 1.000 4351 0.70 24364 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,Vua(Ib) Design Strength,eV, (Ib) Ratio Status <br /> Steel 1625 6000 0.27 Pass <br /> T Concrete breakout y+ 6500 7331 0.89 Pass(Governs) <br /> Q Concrete breakout x- 6500 18327 0.35 Pass(Governs) <br /> Pryout 6500 24364 0.27 Pass <br /> 5/8"3 Titen HD(THDB model),hnom:4"(102mm)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 /> 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 Posits*Boulevard Pleasanton,CA 94588 Phone:$25.560.9000 Fax:925.847.3871 www.strongtie.com <br />