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SIMPSON Anchor Designer TM Company: NKH Engineering Date: 1/25/2021 <br /> Engineer: A.Rishel Page: 1/5 <br /> Strongerie Software Project: Jones Remodel <br /> �'b 11C Version 2.9.7376.0 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project information <br /> Customer company: Project description:LTT19 Anchor <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): 18.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):3500 <br /> Anchor type: Bonded anchor 4P.,v: 1.0 <br /> Material: F1554 Grade 36 Reinforcement condition: B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement: Not applicable <br /> Effective Embedment depth,her(inch):8.000 Reinforcement provided at corners: No <br /> Code report: IAPMO UES ER-263 Ignore concrete breakout in tension: No <br /> Anchor category:- Ignore concrete breakout in shear: No <br /> Anchor ductility:Yes Hole condition: Dry concrete <br /> hmin(inch):9.25 Inspection: Periodic <br /> cac(inch): 13.84 Temperature range,Short/Long: 150/110°F <br /> Cmin(inch): 1.75 Ignore 6do requirement:Not applicable <br /> Smin(inch):3.00 Build-up grout pad: No <br /> Recommended Anchor <br /> Anchor Name:AT-XP®-AT-XP w/1/2"O F1554 Gr.36 <br /> Code Report: IAPMO UES ER-263 <br /> 11, <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 /> 3� ) S26 <br />