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SIMPSON Company: City of Everett Date: 4/20/2020 <br /> Anchor Designer TM Engineer: Randy Loveless,P.E. Page: 6/6 <br /> Software Project: Water Main Repair-WSDOT Bridge 5/645W <br /> a" Version 2.9.7376.1 <br /> Address: <br /> Phone: <br /> E-mail: <br /> Pryout 2062 28242 0.07 Pass <br /> Interaction check NUd/ N V„a/tbVn Combined Ratio Permissible Status <br /> Sec. 17.6..1 0.20 0.00 20.3% 1.0 Pass <br /> SET-XP w/1"0 F1554 Gr.36 with hef=5.000 inch meets the selected design criteria. <br /> 12.Warnings <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 17.2.3.4.2 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 /> 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 />