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' Anchor Designer TM Company: Mike Smith Engineering,Inc. Date: 2/1412014 <br /> Engineer: Mike Smith Page: 1/3 <br /> Software Project: Tiger Lines <br /> Version 2.4.5673.0 Address: P,O.Box 611,Lodi,CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail: mlke@mseng.corncasibiz.net <br /> 1.Pratnct Inforrysatlpn <br /> Customer company: Project description:Waste 011 Tank Anchorage <br /> Customer contact name. Location:4 Locations <br /> Customer e-mail: Fastening description:Post installed anchors <br /> Commenl: <br /> 2.lnpkd a&AnclOrP gm <br /> General Base Material <br /> Design method:ACI 318-11 Concrete;Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):6.00 <br /> Slate:Cracked <br /> Anchor Information: Compressive strength,fe(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 4J.,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,her(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:1 Ignore Edo requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hm.(inch):5.50 <br /> Ge(inch);7.50 Base Plate <br /> Cm„(inch):6.50 Length x Width x Thickness(inch):6.00 x 6,00 x 0.50 <br /> S,m(inch):5.00 <br /> Load and Geometry <br /> Load factor source;ACI 318 Section 9.2 <br /> Load combination:U=0.91)+1.0E Z <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:D.3.3.4.3(c)is satisfied <br /> Ductility section for shear:D.3.3.5.3(c)is satisfied <br /> Do factor:not set u la <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> <Figure 1> <br /> n- <br /> Y <br /> 0 tt•16 <br /> xaan <br /> X <br /> 0 <br /> �d <br /> _ _. _4 <br /> Input data and results must he checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc, 5955 W,Les Posilas Boulevard Pleasanton,GA 94588 Phone:925.560,9000 Fax:925.847.3871 www.strongtie.com <br />