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• <br /> SIMPSON Anchor DesignerTM Company: MAase..N— =�,�� Date: 3/24/2023 <br /> 9 Engineer: tviJs4.Z r4 insr Page: 1/5 <br /> Software Project: <br /> Version 3.1.2303.1 Address: (-604 RAt 4ElL,_ t <br /> Phone: 2.0fe. 604. (.06I <br /> E-mail: !1A0...A c•.rv\ c o„n <br /> 1.Project information <br /> Customer company: Project description: <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,fc(psi):2500 <br /> Anchor type:Concrete screw 4'c,v: 1.0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.625 Supplemental edge reinforcement:Not applicable <br /> Nominal Embedment depth(inch):5.000 Reinforcement provided at corners:No <br /> Effective Embedment depth,her(inch):3.820 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):7.67 <br /> cac(inch):5.75 Base Plate <br /> Cmin(inch): 1.75 Length x Width x Thickness(inch):12.00 x 8.00 x 0.25 <br /> Smin(inch):3.00 <br /> Recommended Anchor <br /> Anchor Name:Titen HD®-5/8"0 Titen HD,hnom:5"(127mm) <br /> Code Report: ICC-ES ESR-2713 <br /> ti <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 /> 31 <br />