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SIMPSON Anchor Designer TM Company: Epiq Engineering, LLC Date: 5/17/2022 <br /> Engineer: Jack Wilson, PE Page: 1/5 <br /> Strong-Tie Software Project: xxx <br /> Version 2.9.7376.0 Address: xxx <br /> Phone: 629.888.9977 Ext. 3 <br /> E-mail: jack@epiqengineering.com <br /> 1.Proiect information <br /> Customer company:xxx Project description:Worst Case Anchorage-HPS <br /> Customer contact name: Location:xxx <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):6.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,fc(psi):4000 <br /> Anchor type:Concrete screw 4ic,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):3.750 Reinforcement provided at corners: No <br /> Effective Embedment depth,her(inch):2.780 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):5.83 <br /> cac(inch):4.19 Base Plate <br /> Cmin(inch): 1.75 Length x Width x Thickness(inch):6.25 x 4.50 x 0.23 <br /> Smin(inch):3.00 <br /> Recommended Anchor <br /> Anchor Name:Titen HD®-1/2"0 Titen HD,hnom:3.75"(95mm) <br /> Code Report: ICC-ES ESR-2713 <br /> \ \ , <br /> 14 \ \ rir <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 />