Laserfiche WebLink
Anchor DesignerTM <br />Software <br />Version 2.4.5673.0 <br />1.Proicct. Information <br />Customer company: Cal Tank lines <br />Customer contact name: <br />Customer e -mall. <br />Comment: <br />2, Ipput Data 8 Anchor Parameters <br />Genoral <br />Design method:ACI 318-11 <br />Units: Imporial unlls <br />Anchor Information' <br />Anchor typo: Bonded anchor <br />Material: 171554 Grade 36 <br />Diameter (inch): 0.500 <br />Effective Embedment depth, ha (inch): 4.000 <br />Code report. ICC -ES ESR -2508 <br />Anchor category: <br />Anchor ductility: Yes <br />hn,i. (inch): 6.50 <br />c., (Inch): 5.66 <br />Cm (Inch): 1.75 <br />S,a. (Inch): 3.00 <br />Load and Geometry <br />Load factor source: ACI 318 Section 9.2 <br />Load combination: U = 0.9D i 1.0E <br />Seismic design: Yes <br />Anchors subjected to sustained tension: No <br />Ductility section for tension: 0,3.3.4.3 (a) 3.6 Is satisfied Z <br />Ductility section for shear: D.3.3.5.3 (a) is satisfied <br />flo factor: not sot <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: No 250 ib <br /><Figure 1> <br />YrrL1� r . <br />J <br />Company, <br />Mike Smith Engineering, Inc. Date: 7/24/2017 <br />Engineer, <br />Mike Smith Page: 1/4 <br />Project: <br />Cal Tank Lines - 17174 <br />Address: <br />Phone: <br />E-mail. <br />Project description: 500 Gallon Waste Water Tank Anchors <br />Locatlon: <br />Fastening description: Epoxy Anchors <br />Base Material <br />Concrete: Normal -weight <br />Concrete thickness, h (inch): 12.00 <br />State: Cracked <br />Compressive strength, f � (psi): 2500 <br />4fz,v: 1.2 <br />Reinforcement condition: 8 tension, 8 shear <br />Supplemental reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Do not evaluate concrete breakout in tension: No <br />Do not evaluate concrete breakout In shear: No <br />Hole condition: Dry concrete <br />Inspection: Periodic <br />Temperature range, Short/Long. 150/110°F <br />Ignore Edo requirement: Not applicable <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (Inch): 4.00 x 12.00 x 0.50 <br />6201 <br />X X. <br />0 fblb d: <br />1 01b <br />'Y <br />0 R•Ib <br />input distal and results must be checked for agreement with the existing circumstances, the standards and guidelines must bo chocked for plausibility. <br />Simpson Strong -Tia Compsny Inc 5966 W. Las Posllas Boulevard Pleasanton, CA 94588 Phone 925.560.9000 Fax: 925.847.3871 www.stronglls.com <br />