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• Anchor Designer TIM Company: Date: 4/3/2019 <br /> Engineer: Page: 5/5 <br /> Software Project: <br /> Version 2.7.6990.2 Address: <br /> QD <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.71? <br /> Tension Factored Load,Nua(lb) Design Strength,oW(lb) Ratio Status <br /> Steel 5315 20096 0.26 Pass <br /> Concrete breakout 5315 11987 0.44 Pass(Governs) <br /> Pullout 5315 42683 0.12 Pass <br /> PAB7(718"0)with hef=12.000 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 D.3.3.4.3 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 D.3.3.5.3 for shear need <br /> not be satisfied—designer to verify. <br /> -Designer must exercise own judgement to determine if this design is suitable. <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 /> 14 <br />