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10 <br /> SIMPSON Anchor Designer TM Company: Date: 4/5/2021 <br /> Engineer: Basil T Kattula Page: 'Ai' <br /> ong- , e Software Project: Fast Signs Everett WA <br /> Version 2.9.7376.8 Address: <br /> Phone: <br /> E-mail: <br /> 1.Proiect information <br /> Customer company: Project description: <br /> Customer contact name: Location: <br /> Customer e-mail: Fastening description: <br /> Comment: <br /> 2.Inout Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete:Normal-weight <br /> Units: Imperial units Concrete thickness,h(inch):4.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,fc(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 9c,v: 1.0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):2.750 Reinforcement provided at corners:No <br /> Effective Embedment depth,her(inch):2.250 Ignore concrete breakout in tension:No <br /> Code report:ICC-ES ESR-3037 Ignore concrete breakout in shear:No <br /> Anchor category: 1 Ignore Edo requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hr,,,n(inch):4.00 <br /> cac(inch):6.00 Base Plate <br /> Cmi"(inch):12.00 Length x Width x Thickness(inch):5.00 x 8.00 x 0.38 <br /> Sm.n(inch):2.75 <br /> Recommended Anchor <br /> Anchor Name:Strong-Bolt®2-1/2"0 CS Strong-Bolt 2,hnom:2.75"(70mm) <br /> Code Report:ICC-ES ESR-3037 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Sampson Strong-T€e Company inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> Li !!8 <br />