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• Anchor DesignerTM Company: Mike Smith Engineering,Inc. Date: 17/24/2017 <br /> _ Engineer: Mike Smith Page: 1/4 <br /> Software Project: Cal Tank Lines-17174 <br /> Version 2.4.5673.0 Address: <br /> en — <br /> Phone: <br /> E-mail: <br /> 1.Proioct Information <br /> Customer company:Cal Tank lines Project description:500 Gallon Waste Water Tank Anchors <br /> Customer contact name: <br /> Customer a-mall: <br /> Comment: Location: <br /> Fastening description:Epoxy Anchors <br /> ?_In'ut Data 8 Anchor Parameters <br /> Gonoal Base Material <br /> Design method:ACI 318-11 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):12.00 <br /> State:Cracked <br /> Anchor Informatlon: Compressive strength,f�(psi):2500 <br /> Anchor type:Bonded anchor 4'<.v:1.2 <br /> Material:F1554 Grade 36 Reinforcement condition:B tension,B shear <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,h.t(inch):4.000 Reinforcement provided at corners:No <br /> Code report.ICC-ES ESR-2508 Do not evaluate concrete breakout in tension:No <br /> Anchor category:- Do not evaluate concrete breakout In shear:No <br /> Anchor ductility:Yes Hole condition:Dry concrete <br /> h.a.(inch):6.50 Inspection:Periodic <br /> enc(Inch):5.66 Temperature range,Short/Long. 1501110°F <br /> Cm.(Inch):1.75 Ignore Edo requirement:Not applicable <br /> SM,i(inch):3.00 Ruild-up grout pad:No <br /> Load and Geometry Base Plate <br /> Load factor source:ACI 318 Section 9.2 Length x Width x Thickness(inch):4.00 x 12.00 x 0.50 <br /> Load combination:U=0.9D t 1.0E <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:No <br /> Ductility sccbon for tension:D.3.3.4.3(a)3.6 Is satisfied Z <br /> Ductility section for shear:D.3.3.5.3(a)is satisfied <br /> Do factor:not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No 25o lb <br /> Figure 1> <br /> ft-Ib <br /> t 1 e lb <br /> Y <br /> 6201`, � 4 .. <br /> on.m <br /> I <br /> Input data and results must be chocked for agreement with the existing circumstances,the standards and guidelines must be chocked for plausibility. <br /> Siniti Strong-1-te Gompany Inc 5956 W.Asa Positas Boulevard Pleasanton,CA 94588 Phone.925.560.9000 Fax:925.847.3871 www.strongtio.com <br />