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SW LINE A EPDXY CALC <br /> Anchor DesignerTM Company: Date: 10/18/2023 <br /> Software <br /> Page: 5/5 <br /> it fig � �+ Software Project: <br /> Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> Inn —iom of Tensile and Shear Forces(Sec.17.ti) <br /> Tension Factored Load,Nua(lb) Design Strength,o&(lb) Ratio Status <br /> Steel 1812 9833 0.18 Pass <br /> Concrete breakout 1812 2400 0.75 Pass(Governs) <br /> Adhesive 1812 6036 0.30 Pass <br /> SET-3G w/5/8"H F1554 Gr.36 with hef=12.000 inch meets the selected design criteria. <br /> 12.1Narnings <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 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 /> _..__._.._r .._..._. _.. ................. <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:'ronc,-Ti:;Cq,;Ipany Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.947,3871 www.strongtie.com <br />