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Anchor DesignerTm Company: Date: 9/1/2017 <br /> Software <br /> Engineer: Page: 114 t Version 2.5.6326.16 Project: <br /> Address: <br /> m <br /> Phone: <br /> E-mail: <br /> 1.Profect Information <br /> Customer company: Project description: <br /> Customer contact name; Location: <br /> Customer a-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):6.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):3000 <br /> Anchor type:Torque controlled expansion anchor 41,v:1.0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.625 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):3.375 Reinforcement provided at comers:No <br /> Effective Embedment depth,hr(inch):2.750 Do not evaluate concrete breakout in tension:No <br /> Code report:ICC-ES ESR-3037 Do not evaluate concrete breakout in shear:No <br /> Anchor category:i Ignore 6do requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hn,;,,(inch):5.50 <br /> ce.(inch):7.50 <br /> Cmin(Inch):6.50 <br /> Smin(inch):5.00 <br /> Load and Geometry <br /> Load factor source:ACI 318 Appendix C <br /> Load combination:not set <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:D.3.3.4.3(d)is satisfied <br /> Ductility section for shear:D.3.3.5.3(c)is satisfied ' <br /> .0o factor.not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Figure 1> <br /> 0 <br /> 900 Ib <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. 5856 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.stronglie.com <br />