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l+'i�►` ►7 Anchor Designer TM <br />t , _ Software <br />Version 2.5.6554.3 <br />a <br />1.Proiect Information <br />Customer company: Cal Tank Line; <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />2. Input Data & Anchor Parameters <br />Genoral <br />Design method:ACI 318 -1 t <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Bonded anchor <br />Material: F1554 Grade 36 <br />Diameter (inch). 0.750 <br />Effective Embedment depth. ho (Inch): 8.000 <br />Code report: ICC -ES ESR -2508 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmm (inch): 11.75 <br />cno (inch): 15.27 <br />Cmi, (Inch): 1.75 <br />Ste„ (inch): 3.00 <br />Load and Geometry <br />Load factor source: ACI 318 Section 9.2 <br />Load combination: U = 0.9D + 1.0E <br />Seismic design: Yes <br />Anchors subjected to sustained tension: No <br />Ductility section for tension D.3.3.4.3 (n) 3-6 is satisfied Z <br />Ductility sectlon for shear. 0.3.3.5.3 (b) is satisfied <br />fio factor: not set 2900 Ib <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: No <br /><Figure 'I? <br />Ib <br />Company: Mike Smith Engineering, Inc. Date 7/24/2017 <br />Englneer: Mike Smith Page: 1/5 <br />Project: Cal Tank Lines -17174 <br />Address: <br />Phone. <br />E-mail: <br />Project description: 7400 Gallon Waste Water Tank Anchors <br />Location: <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): 3000 <br />Y,.v: 1.2 <br />Reinforcement condlllon: B tension, B shear <br />Supplemental reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout In shear: No <br />Hole condition: Dry concrete <br />Inspection: Periodic <br />Temperature range, ShotULong: 150/110°F <br />Ignore Bdo requirement: Not applicable <br />Build-up grout pad: No <br />Base Plato <br />Length x Width x Thickness (inch): 4,00 x 16.00 x 0.50 <br />Input data and reaults mustbo aheoked for agreement with the exlMing circumstances, the standards and guidelines must be checked for plausibility <br />Simpson Strong -Tie Company It10. SM W. Las Poaitas Boulevard Pleasanton, CA 94580 Phone; 425.560.9000 Fax: 925.847.3971 www,strongtie,cam <br />