AWWA D103 2019
$76.92
AWWA D103-19 Factory-Coated Bolted Carbon Steel Tanks for Water Storage
Published By | Publication Date | Number of Pages |
AWWA | 2019 | 112 |
The purpose of this standard is to provide minimum requirements for the design, construction, inspection, and testing of new cylindrical, factory-coated, bolted carbon steel tanks for the storage of water. This standard is only applicable to tanks with a base elevation substantially at ground level. This standard does not cover all details of design and construction. Details that are not addressed shall be designed and constructed to be as adequate and as safe as those that would otherwise be provided under this standard. This standard is not applicable to tanks of corrugated construction. This standard is not applicable to tanks constructed of stacked plates or sheets laminated to form multiple layers.
PDF Catalog
PDF Pages | PDF Title |
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15 | SECTION 1: GENERAL Sec. 1.1 Scope |
16 | Sec. 1.2 Drawings to Be Provided SECTION 2: REFERENCES |
20 | SECTION 3: DEFINITIONS |
21 | SECTION 4: MATERIALS Sec. 4.1 General Sec. 4.2 Bolts, Nuts, and Anchor Bolts |
22 | Sec. 4.3 Foundation-Reinforcing Steel Sec. 4.4 Plates and Sheets |
23 | Sec. 4.5 Structural Shapes Sec. 4.6 Castings |
24 | Sec. 4.7 Forgings Sec. 4.8 Electrodes Sec. 4.9 Pipe and Fittings for Fluid Conductors Sec. 4.10 Gaskets and Sealants |
26 | SECTION 5: GENERAL DESIGN Sec. 5.1 Types of Joints Sec. 5.2 Design Loads |
29 | Sec. 5.3 Design Criteria |
30 | Sec. 5.4 Tank Shell |
31 | Sec. 5.5 Bolted Joints |
32 | Sec. 5.6 Weld Design |
33 | Sec. 5.7 Roof Supports |
34 | Sec. 5.8 Steel Thickness Sec. 5.9 Foundation Anchor Bolts |
38 | Sec. 5.10 Reinforcement Around Openings |
39 | Sec. 5.11 Equivalent Metric Equations |
40 | SECTION 6: SIZING OF TANKS Sec. 6.1 Standard Capacities, Diameters, and Heights SECTION 7: ACCESSORIES FOR TANKS Sec. 7.1 Shell Manholes Sec. 7.2 Pipe Connections |
41 | Sec. 7.3 Overflow Sec. 7.4 Ladders |
42 | Sec. 7.5 Safety Devices Sec. 7.6 Roof Openings |
43 | Sec. 7.7 Vent Sec. 7.8 Galvanic Corrosion Sec. 7.9 Cathodic Protection SECTION 8: WELDING Sec. 8.1 General |
44 | Sec. 8.2 Welds |
45 | Sec. 8.3 Preparation of Surfaces to Be Welded Sec. 8.4 Undercuts and Penetration of Welds |
46 | Sec. 8.5 Cleaning of Welds SECTION 9: SHOP FABRICATION Sec. 9.1 Straightening Sec. 9.2 Finish of Plate and Sheet Edges Sec. 9.3 Rolling Sec. 9.4 Forming |
47 | Sec. 9.5 Manufacturing Tolerances Sec. 9.6 Coatings Sec. 9.7 Shipping SECTION 10: ERECTION Sec. 10.1 General Sec. 10.2 Bolting Sec. 10.3 Gasketing and Sealants Sec. 10.4 Coating Repair |
48 | Sec. 10.5 Cleanup SECTION 11: INSPECTION AND TESTING Sec. 11.1 Shop Inspection Sec. 11.2 Testing Sec. 11.3 Disinfecting |
49 | SECTION 12: COATINGS Sec. 12.1 General Sec. 12.2 Coating Repair Sec. 12.3 Galvanized Coatings Sec. 12.4 Glass Coatings |
50 | Sec. 12.5 Thermoset Liquid Suspension Coatings |
51 | Sec. 12.6 Thermoset Powder Coatings Sec. 12.7 Marking Sec. 12.8 Protection |
52 | Sec. 12.9 Holiday Testing SECTION 13: FOUNDATION DESIGN AND CONSTRUCTION Sec. 13.1 General Requirements Sec. 13.2 Geotechnical |
53 | Sec. 13.3 Safety Factors Sec. 13.4 Foundation Types |
56 | Sec. 13.5 Foundation Design Details |
57 | Sec. 13.6 Concrete Design, Materials, and Construction Sec. 13.7 Backfill |
58 | SECTION 14: SEISMIC DESIGN Sec. 14.1 General |
60 | Sec. 14.2 Design Earthquake Ground Motion |
67 | Sec. 14.3 Seismic Design Loads |
79 | Sec. 14.4 Freeboard |
80 | Sec. 14.5 Piping Connections |
82 | Sec. 14.6 Foundation Considerations Sec. 14.7 Tensile Straps Sec. 14.8 Equivalent Metric Equations |
84 | SECTION 15: WIND DESIGN Sec. 15.1 Wind Pressure |
88 | Sec. 15.2 Anchor Check Sec. 15.3 Sliding Check Sec. 15.4 Top and Intermediate Shell Girders |
90 | Sec. 15.5 Tensile Straps |
91 | Sec. 15.6 Equivalent Metric Equations |
93 | SECTION A.1: GENERAL (REFER TO SECTION 1 OF ANSI/ AWWA D103) Sec. A.1.1 Items Not Described SECTION A.2: REFERENCES (REFER TO SECTION 2 OF ANSI/ AWWA D103) |
94 | SECTION A.4: MATERIALS (REFER TO SECTION 4 OF ANSI/ AWWA D103) Sec. A.4.2 Bolts, Nuts, and Anchor Bolts |
95 | SECTION A.5: GENERAL DESIGN (REFER TO SECTION 5 OF ANSI/ AWWA D103) Sec. A.5.3 Design Criteria Sec. A.5.7 Roof Supports Sec. A.5.9 Foundation Anchor Bolts |
96 | SECTION A.7: ACCESSORIES FOR TANKS (REFER TO SECTION 7 OF ANSI/AWWA D103) Sec. A.7.2 Pipe Connections Sec. A.7.3 Overflow Sec. A.7.4 Ladders |
97 | Sec. A.7.5 Safety Devices Sec. A.7.7 Vent Sec. A.7.8 Galvanic Corrosion |
98 | SECTION A.11: INSPECTION AND TESTING (REFER TO SECTION 11 OF ANSI/AWWA D103) Sec. A.11.2 Testing |
99 | SECTION A.13: FOUNDATION DESIGN AND CONSTRUCTION (REFER TO SECTION 13 OF ANSI/ AWWA D103) Sec. A.13.1 General Requirements Sec. A.13.5 Foundation Design Details SECTION A.14: SEISMIC DESIGN (REFER TO SECTION 14 OF ANSI/ AWWA D103) Sec. A.14.1 General |
100 | Sec. A.14.2 Design Earthquake Ground Motion |
104 | Sec. A.14.3 Seismic Design Loads |
107 | Sec. A.14.4 Freeboard Sec. A.14.5 Piping Connections |
108 | SECTION A.15: WIND DESIGN OF FLATBOTTOM WATER STORAGE TANKS (REFER TO SECTION 15 OF ANSI/ AWWA D103) Sec. A.15.1 Wind Pressure Sec. A.15.2 Anchor Check |
109 | Sec. A.15.3 Sliding Check |