Laserfiche WebLink
Company:CORE STRUCTURE INC.Date:10/4/2023 <br />Engineer:A.T.Page:1/5 <br />Project:23033 <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />1.Project information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />Project description: SIMPSON Anchor Design <br />Location: uplift @ SW line 1 (#2) <br />Fastening description: Detail 8/SD1.0 <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Bonded anchor <br />Material: F1554 Grade 36 <br />Diameter (inch): 0.625 <br />Effective Embedment depth, hef (inch): 10.000 <br />Code report: ICC-ES ESR-4057 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmin (inch): 11.38 <br />cac (inch): 22.57 <br />Cmin (inch): 1.75 <br />Smin (inch): 3.00 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 18.00 <br />State: Uncracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: No <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout in shear: No <br />Hole condition: Dry concrete <br />Inspection: Continuous <br />Temperature range, Short/Long: 150/110°F <br />Ignore 6do requirement: Not applicable <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (inch): 5.50 x 12.00 x 0.50 <br />Recommended Anchor <br />Anchor Name: SET-3G - SET-3G w/ 5/8"Ø F1554 Gr. 36 <br />Code Report: ICC-ES ESR-4057 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />43 <br />1430 E Edinger Ave <br />3/27/2025