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• Anchor DesignerTM Company: Date: 4/3/2019 <br /> Engineer: Page: 1/5 <br /> Software Project: <br /> Version 2.7.6990.2 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company: Project description:Anchor analysis for seismic loading <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 318-11 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch): 18.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):2500 <br /> Anchor type:Cast-in-place WP,v:1.0 <br /> Material:AB Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.875 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,her(inch): 12.000 Reinforcement provided at corners:No <br /> Anchor category:- Ignore concrete breakout in tension:No <br /> Anchor ductility:Yes Ignore concrete breakout in shear: No <br /> hmin(inch): 14.38 Ignore 6do requirement:No <br /> Cmin(inch):5.25 Build-up grout pad: No <br /> Smin(Inch):5.25 <br /> Recommended Anchor <br /> Anchor Name: PAB Pre-Assembled Anchor Bolt-PAB7(7/8"0) <br /> MO <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 /> 10 <br />