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Anchor Designer"' Company: Mike Smith Engineering,Inc. I Date: 7/24/2017 <br /> Engineer: Mike Smith Page: 1115 <br /> e _ Software Project: Cal Tank Lines-17174 <br /> Version 2.5.6554.3 Address: <br /> Phone: <br /> E-mail: <br /> 1.Proicct Information <br /> Customer company:Cal 1 ank Lincs Project description:7400 Gallon Wasto Water Tank Anchors <br /> Customer contact name: <br /> Customer c-mall: <br /> Comment Location <br /> F astening description:Epoxy Anchors <br /> 2.Input Data&Anchor Paramotors <br /> General 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 Information: Compressive strength,fc(psi):3000 <br /> Anchor type:Bonded anchor W,.v:1.2 <br /> Material:F1554 Grade 36 Re in forcemenl condition:B tension,B shear <br /> Dlameter(inch):0.750 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,h.r(inch):8.000 Reinforcement provided at corners:No <br /> Code report:ICC-ES ESR-2508 Ignore concrete breakout In tension:No <br /> Anchor category:- Ignore concrete breakout In shear:No <br /> Anchor ductility:Yos Hole condition:Dry concrete <br /> hm.(inch):11.75 Inspection:Periodic <br /> c.c(inch):15.27 Temperature range,ShorULong:150/11 D°F <br /> Cw,(Inch):1.75 Ignore Edo requirement:Not applicable <br /> S.(inch):3.00 Build-up grout ped:No <br /> Load and Geometry Base Plato <br /> Load factor source:ACI 318 Section 9.2 Length x Width x Thickness(inch):4.00 x 16.OD x 0.50 <br /> Load combination:U=0.91D* 1.0E <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:No <br /> Ductility section for tension D,3.3.4.3(a)3-6 is satisfied Z <br /> Ductility section for shear-D.3.3.5.3(b)is satisfied <br /> Do factor:not set 2900 Ib <br /> Apply ontire shoar load at front row:No <br /> Anchors only resisting wind and/or seismic loads:N+1b,Figure 1? <br /> O lb <br /> 3850 Ilri `�•r Y <br /> X 0 It-Ib <br /> 0 rt-lb <br /> i.i <br /> i <br /> 11"A dib and rnuilk must be chocked for agreement with tie existing circumstances,the standards and gulden nes must be checked for plausibility <br /> SYnpsan Strong-lie Comping Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94586 Phone:925.560.9000 Fax:925.847.3871 www,rtrongtimcom <br />