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• Anchor Designer" Company: R P Associates, Inc. Date: 5/3/2021 <br /> Engineer: R Patel Page: 1/5 <br /> Software Project: American Tire&Repair <br /> Version 2.7.6990.1 Address: 140 Mayhew Way,SUite 507, Pleasant Hill, CA <br /> Phone: <br /> E-mail: <br /> 1I.Proiect information <br /> Customer company:American Tires&Repair Project description:Anchorage of 530 Gal.Above ground horizontal <br /> Customer contact name:Tom Cook circular steel tank. <br /> Customer e-mail:tcook@cookenvironmental.com Location:8288 Eldorado St, French Camp <br /> Comment: Fastening description:Clip Angle Anchobolt Embedment <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'e(psi):2500 <br /> Anchor type: Bonded anchor We,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,hef(inch):3.000 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):5.50 Inspection:Continuous <br /> cep(inch):5.38 Temperature range,Short/Long: 110/75°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 /> 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 />