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SIMPSON Anchor DesignerTM Company: Date: 8/5/2021 <br /> Engineer: Page: 5/5 <br /> Software S4" - IC Project: SDA#9684A <br /> Version 3.0.7947.1 Address: <br /> Phone: <br /> E-mail: <br /> 11.Interaction of Tensile and Shear Forces(Sec. D.7)? <br /> Shear Factored Load,Vua(Ib) Design Strength,0V4(Ib) Ratio Status <br /> Steel 1807 2874 0.63 Pass <br /> II Concrete breakout x- 5420 6694 0.81 Pass(Governs) <br /> Pryout 5420 10037 0.54 Pass <br /> 1/2"0 Titen HD,hnom:4"(102mm)meets the selected design criteria. <br /> 12.Warnings <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 /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone 925.560.9000 Fax:925.847.3871 www.strongtie.corn <br />