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• Anchor DesignerT"' Company: I Date: 8/5/2021 <br /> Engineer: Page: 1/5 <br /> Software Project: <br /> Version 3.0.7947.1 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company: Project description:T2-TITEN HD OPTION <br /> Customer contact name: Location: <br /> Customer e-mail: 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):8.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f'�(psi):2500 <br /> Anchor type:Concrete screw 4Jo,v: 1.2 <br /> Material:Carbon Steel Reinforcement condition: B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):4.000 Reinforcement provided at corners: No <br /> Effective Embedment depth, het(inch):2.990 Ignore concrete breakout in tension:No <br /> Code report: ICC-ES ESR-2713 Ignore concrete breakout in shear:No <br /> Anchor category: 1 Ignore 6do requirement: Not applicable <br /> Anchor ductility: No Build-up grout pad: No <br /> hmin(Inch):6.25 <br /> cap(inch):4.50 Base Plate <br /> Cmin(inch): 1.75 Length x Width x Thickness(inch):2.00 x 20.00 x 0.12 <br /> Smin(Inch):3.00 <br /> Recommended Anchor <br /> Anchor Name:Titen HDO-1/2"0 Titen HD, hnom:4"(102mm) <br /> Code Report: ICC-ES ESR-2713 <br /> f <br /> tt".J-1 <br /> I Vti� <br /> 5 <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 />