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• Anchor Designer"' Company: R P Associates, Inc. Date: 8/13/2021 <br /> Engineer: R Patel Page: 1/5 <br /> { Software Project: American Tire&Repair <br /> Version 3.0.7845.0 Address: 140 Mayhew Way,Suite 507, Pleasant Hill, CA 94523 <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company:American Tire&Repair Project description: Used Coolant Tank Anchprage <br /> Customer contact name:Tim Cook Location:8288 Eldorado Street, French Camp,CA 95231 <br /> Customer e-mail:tcook@cookenvironmental.com Fastening description: <br /> Comment: <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete: Normal-weight <br /> Units: Imperial units Concrete thickness, h(inch):6.00 <br /> State: Uncracked <br /> Anchor Information: Compressive strength,f'c(psi):3000 <br /> Anchor type: Bonded anchor W ,v: 1.4 <br /> Material:A193 Grade B6(410SS) Reinforcement condition: B tension, B shear <br /> Diameter(inch):0.500 Supplemental reinforcement: No <br /> Effective Embedment depth, he(inch):2.750 Reinforcement provided at corners: No <br /> Code report: ICC-ES ESR-2508 Ignore concrete breakout in tension: No <br /> Anchor category: - Ignore concrete breakout in shear: No <br /> Anchor ductility:Yes Hole condition: Dry concrete <br /> hmin(inch):5.88 Inspection:Continuous <br /> cap(inch):4.31 Temperature range,Short/Long: 150/110°F <br /> Cmin(inch): 1.75 Ignore 6do requirement: Not applicable <br /> Smin(inch):3.00 Build-up grout pad: No <br /> Recommended Anchor <br /> Anchor Name:SET-XP@-SET-XP w/1/2"0 A193 Gr.B6(41 OSS) <br /> Code Report: ICC-ES ESR-2508 <br /> �W wIn <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 />