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Anchor DesignerTm <br />r Software <br />Version 2.0.5154.212 <br />• <br />ormatfo <br />Company: <br />Mike Smith Engineering, Inc. <br />Date: <br />11114)2015 <br />Engineer: <br />Mike Smith <br />Page: <br />1113 <br />Project: <br />S.J. Co. Hazardous Waste Facility -15172 <br />Address: <br />P.O. Box 611, Lodi, CA 95241 <br />Phone: <br />209-334.2332 <br />E-mail: <br />mike@mseng.comcastbiz.net <br />Customer company: <br />Pmjecl descrlp8on: Waste Antifreeze <br />Customer contact name: <br />Tank Anchors <br />Customer e-mail: <br />Comment: <br />Location: <br />Fastening description: Wedge Anchors <br />2. Input Data 6 Anchor Parameters <br />General <br />Design melhod:ACI 318-11 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Torque controlled expansion anchor <br />Material: Carbon Steel <br />Diameter (inch): 0.500 <br />Nominal Embedment depth (inch): 2.750 <br />Effective Embedment depth, ho (Inch): 2,250 <br />Code report: ICC -ES ESR -3037 <br />Anchor category: 1 <br />Anchor ductility: Yes <br />haw (inch): 4.50 <br />c.. (inch): 6.50 <br />Cm„ (inch): 4.00 <br />Sm. (inch): 4.00 <br />Load and Geometry z <br />Load factor source: ACI 318 Section 9.2 <br />Load combination: U = 0.9D + 1.0E <br />Seismic design: Yes <br />Anchors subjected to sustained tension: Not applicable <br />Ductility section fortenslow D.3.3.4.2 not applicable ; a rb <br />Ductility section for shear: D.3.3.5.2 not applicable <br />Do factor: 2,5 <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: Yes <br /><Figure 1> <br />Base Material <br />Concrete: Nomlal-weight <br />Concrete thickness, It (inch): 6.00 <br />Stale: Cracked <br />Compressive strength, f. (psi): 2500 <br />W..v: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: Not applicable <br />Do not evaluate concrete breakout in tension: No <br />Do not evaluate concrete breakout In shear: No <br />Ignore Edo requirement: Not applicable <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (Inch): 3.00 x 3.00 x 0,38 <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 Ins 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3671 w .stranglie.com <br />