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SW LINE B EPDXY CALC <br /> Anchor DesignerTm Company: Rate: 10/1A/2023 <br /> Software Engineer: Page: 5/5 <br /> Project: <br /> Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> Interaction of Tensile and Shear Forces Sec.17.6) <br /> Tension Factored Load,N.(lb) Design Strength,oNn(lb) Ratio Status <br /> Steel 3411 9833 0.35 Pass <br /> Concrete breakout 3411 3410 1.00 Pass(Governs) <br /> Adhesive 3411 8511 0.40 Pass <br /> SET-3G w/518"0 F1554 Gr.36 with hef=12.000 inch meets the selected design criteria. <br /> 12.Warnings <br /> -Per designer input,the tensile component of the strength-)eve[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 /> -- _.,... _.... _. ... __m......_. .. __. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simsaam Strong-Tie Corimpary Inw. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:926.847.3871 www.strongtie.com <br />