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• Anchor Designer TM Company: I Date: 8/5/2021 <br /> Engineer: Page: 5/5 <br /> Software Project: <br /> Version 3.0.7947.1 Address: <br /> Phone: <br /> E-mail: <br /> OVcpg=Okc^bg=okcp(ANc/ANco)%c,N%d,N'c,N'cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1b) <br /> kcp ANc(InZ) AN-(InZ) %c,N %d,N Vc,N Tcp,N Nb(Ib) 0 OVcpg(I b) <br /> 2.0 127.55 80.46 1.000 1.000 1.000 1.000 4395 0.70 9754 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,V..(lb) Design Strength,OW(lb) Ratio Status <br /> Steel 1271 2874 0.44 Pass <br /> T Concrete breakout y- 2541 4527 0.56 Pass(Governs) <br /> 11 Concrete breakout x- 2541 12472 0.20 Pass(Governs) <br /> Pryout 2541 9754 0.26 Pass <br /> 1/2"0 Titen HD, hnom:4"(102mm)meets the selected design criteria. <br /> 12.Warninas <br /> -Per designer input,ductility requirements for shear have been determined to 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 />