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E►�rnn�.�•�►• Anchor DesignerTm <br />rt'a Software <br />Version 2.5,6163.1 <br />1_.Proiect information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACl 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Concrete screw <br />Material: Carbon Steel <br />Diameter (inch): 0.375 <br />Nominal Embedment depth (inch): 3.000 <br />Effective Embedment depth, he (inch): 2.190 <br />Code report: ICC-ES ESR-2713 <br />Anchor category: 1 <br />Anchor ductility: No <br />hmin (inch): 4.67 <br />cac (Inch): 3.31 <br />Cm� (inch):1.75 <br />Smc. (inch): 3.00 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: not set <br />Seismic design: No <br />Anchors subjected to sustained tension: Not applicable <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: No <br /><Figure 1> <br />x <br />�JS,uu <br />33 <br />ok-ag-04 <br />5-di- 0OU <br />Project description: <br />Location: <br />Fastening description: Grating Ledger Angle attachment <br />Base Material <br />Concrete: Normal -weight <br />Concrete thickness, h (inch): 6.00 <br />State: Uncracked <br />Compressive strength, f� (psi): 3000 <br />LIJ.y: 1.4 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: No <br />Reinforcement provided at comers: No <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): 2.00 x 16.00 x 0.19 <br />7191b <br />.r <br />I&-/.. Y <br />0 ft4b <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.550.9000 Fax: 925.847.3871 www.strangtie.com <br />