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' Anchor DesignerT"' Company: Mike Smith Engineering,Inc. I 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,Ledi,CA 95241 <br /> Phone: 209-334-2332 <br /> E-mail: mike�mseng.camaastbix.net <br /> 1.P rolqct Intormation <br /> customer company: Project description:Waste Oil Tank Anchorage <br /> customer contact name. Location:4 Locations <br /> Customer a-r*l: Fastening description:Post installed anchors <br /> Comine rtt: <br /> 2.Jnp.yt.Data&An_her I_ararneteca <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,fe(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 4),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,hef(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 6do requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad:No <br /> hmn(inch):5.50 <br /> Ge(inch):7.50 Base Plate <br /> Cmc(inch):6.50 Length x Width x Thickness(inch):6.00 x 6.00 x 0.50 <br /> Smn,(inch):5.00 <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 9.2 <br /> Load combination:U=0,90+1.0E Z <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:0.3.3,4.3(c)is satisfied <br /> Ductility section for shear:D.3.3.5.3(c)is satisf[ed <br /> flo factor:not set o m <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> <Figure 1> <br /> am <br /> o nob <br /> Iwo <br /> X 0 nab p <br /> 4 <br /> -r <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. 5956 W,Las Posdas Boulevard Pleasanton,CA 94588 Phone:925,560.9000 Fax:925,847.3871 www.stronglie.com <br />