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Anchor DesignerT"' Company: Date: 6/6/2023 r ° <br /> Engineer: _ Page: 5/5 <br /> Software Project: — <br /> Version 3.1.2303.1 Address: <br /> Phone: <br /> E-mail: <br /> 1-1.Results <br /> lt1t&wti9n of Tensile and Shear Forces(Sec.17.8) <br /> Tension Factored Load, N,,e(lb) Design Strength,oNn(lb) Ratio Status <br /> Steel 1800 18135 0.10 Pass <br /> Concrete breakout 1800 2837 L13ass <br /> Adhesive 1800 2417 0.74overns) <br /> SET-XP w/#5 A615 Gr.60 Rebar with hef=8.000 inch meets the selected design criteria. i <br /> a <br /> 12.Warninas <br /> -When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension adhesive strength in tension <br /> and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. <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 17.10.5.2 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 AC 318 17.10.6.2 for shear need <br /> 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 /> 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:925.847.38 71 www.strongtie.com <br />