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AWWA D103 2009 With Errata 2010

AWWA D103 2009 With Errata 2010

$75.83

AWWA D103-09: Factory-Coated Bolted Carbon Steel Tanks For Water Storage With Errata-201010

Published By Publication Date Number of Pages
AWWA 2009 152
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This standard covers factory-coated bolted steel tanks for water storage and is based on the accumulated knowledge and experience of manufacturers of steel tanks.

PDF Catalog

PDF Pages PDF Title
1 Errata to ANSI/AWWA D103-09 Standard
9 ANSI/AWWA D103-09
11 Committee Personnel
13 Contents
19 Foreword
I. Introduction.
20 II. Special Issues.
22 III. Use of This Standard.
24 IV. Major Revisions.
25 V. Comments.
27 AWWA Standard Factory-Coated Bolted Carbon Steel
Tanks for Water Storage

SECTION 1: GENERAL
Sec. 1.1 Scope
28 Sec. 1.2 Drawings to Be Provided
SECTION 2: REFERENCES
32 SECTION 3: DEFINITIONS
33 SECTION 4: MATERIALS
Sec. 4.1 General
Sec. 4.2 Bolts, Nuts, and Anchor Bolts
Sec. 4.3 Foundation-Reinforcing Steel
34 Sec. 4.4 Plates and Sheets
Sec. 4.5 Structural Shapes
35 Sec. 4.6 Castings
Sec. 4.7 Forgings
Sec. 4.8 Electrodes
Sec. 4.9 Pipe and Fittings for Fluid Conductors
36 Table 1 Physical requirements for gasket material
Sec. 4.10 Gaskets and Sealants
37 SECTION 5: GENERAL DESIGN
Sec. 5.1 Types of Joints
Sec. 5.2 Design Loads
38 Sec. 5.3 Design Criteria
39 Sec. 5.4 Tank Shell
40 Sec. 5.5 Bolted Joints
41 Sec. 5.6 Weld Design
Sec. 5.7 Roof Supports
42 Sec. 5.8 Steel Thickness
43 Sec. 5.9 Foundation Anchor Bolts
46 Sec. 5.10 Reinforcement Around Openings
47 Sec. 5.11 Equivalent Metric Equations
48 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
49 Sec. 7.3 Overflow
Sec. 7.4 Ladders
50 Sec. 7.5 Safety Devices
Sec. 7.6 Roof Openings
Sec. 7.7 Vent
51 Sec. 7.8 Galvanic Corrosion
SECTION 8: WELDING
Sec. 8.1 General
Sec. 8.2 Welds
53 Sec. 8.3 Preparation of Surfaces to Be Welded
Sec. 8.4 Undercuts and Penetration of Welds
Sec. 8.5 Cleaning of Welds
SECTION 9: SHOP FABRICATION
Sec. 9.1 Straightening
54 Sec. 9.2 Finish of Plate and Sheet Edges
Sec. 9.3 Rolling
Sec. 9.4 Forming
Sec. 9.5 Manufacturing Tolerances
Sec. 9.6 Coatings
Sec. 9.7 Shipping
55 SECTION 10: ERECTION
Sec. 10.1 General
Sec. 10.2 Bolting
Sec. 10.3 Gasketing and Sealants
Sec. 10.4 Coating Repair
Sec. 10.5 Cleanup
SECTION 11: INSPECTION AND TESTING
Sec. 11.1 Shop Inspection
56 Sec. 11.2 Testing
Sec. 11.3 Disinfecting
SECTION 12: COATINGS
Sec. 12.1 General
Sec. 12.2 Coating Repair
Sec. 12.3 Galvanized Coatings
57 Sec. 12.4 Glass Coatings
Sec. 12.5 Thermoset Liquid Suspension Coatings
58 Sec. 12.6 Thermoset Powder Coatings
59 Sec. 12.7 Marking
Sec. 12.8 Protection
Sec. 12.9 Holiday Testing
SECTION 13: FOUNDATION DESIGN AND
CONSTRUCTION
Sec. 13.1 General Requirements
60 Sec. 13.2 Geotechnical
Sec. 13.3 Safety Factors
61 Sec. 13.4 Foundation Types
63 Sec. 13.5 Foundation Design Details
64 Sec. 13.6 Concrete Design, Materials, and Construction
Sec. 13.7 Backfill
65 SECTION 14: SEISMIC DESIGN
Sec. 14.1 General
66 Sec. 14.2 Design Earthquake Ground Motion
67 Table 2 Seismic importance factor
86 Table 3 Site Class Definitions
89 Table 4 Short-period site coefficient
Table 5 Long-period site coefficient
90 Table 6 Response modification factors
101 Sec. 14.3 Seismic Design Loads
111 Table 7 Minimum freeboard requirements
113 Sec. 14.4 Piping Connections
Table 8 Minimum design displacements for piping attachments
114 Sec. 14.5 Foundation Considerations
115 Sec. 14.6 Equivalent Metric Equations
116 SECTION 15: WIND DESIGN
Sec. 15.1 Wind Pressure
118 Table 9 Force coefficient
Table 10 Velocity pressure exposure coefficient
Sec. 15.2 Anchor Check
Sec. 15.3 Sliding Check
124 Sec. 15.4 Top and Intermediate Shell Girders
126 Sec. 15.5 Tensile Straps
127 Sec. 15.6 Equivalent Metric Equations
SECTION 16: STRUCTURALLY SUPPORTED
ALUMINUM DOME ROOFS
Sec. 16.1 General
Sec. 16.2 Definition
128 Sec. 16.3 Design Requirements
Sec. 16.4 Materials
129 Sec. 16.5 Allowable Stresses
130 Table 11 Bolts and fasteners
Sec. 16.6 Design
131 Sec. 16.7 Roof Attachment Details
132 Sec. 16.8 Physical Characteristics
Sec. 16.9 Testing and Sealing
Sec. 16.10 Fabrication and Erection
133 Sec. 16.11 Coatings
Sec. 16.12 Equivalent Metric Equations
135 APPENDIX A Commentary for Factory-Coated Bolted
Carbon Steel Tanks for Water Storage

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)
136 SECTION A.4: MATERIALS (REFER TO
SECTION 4 OF ANSI/AWWA D103)
Sec. A.4.2 Bolts, Nuts, and Anchor Bolts
SECTION A.5: GENERAL DESIGN (REFER TO
SECTION 5 OF ANSI/AWWA D103)
Sec. A.5.7 Roof Supports
137 Sec. A.5.9 Foundation Anchor Bolts
SECTION A.7: ACCESSORIES FOR TANKS (REFER
TO SECTION 7 OF ANSI/AWWA D103)
Sec. A.7.2 Pipe Connections
138 Sec. A.7.3 Overflow
Sec. A.7.4 Ladders
Sec. A.7.5 Safety Devices
Sec. A.7.7 Vent
Sec. A.7.8 Galvanic Corrosion
139 SECTION A.11: INSPECTION AND TESTING
(REFER TO SECTION 11 OF ANSI/AWWA D103)
Sec. A.11.2 Testing
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
140 SECTION A.14 SEISMIC DESIGN (REFER TO
SECTION 14 OF ANSI/AWWA D103)
Sec. A.14.1 General
141 Sec. A.14.2 Design Earthquake Ground Motion
Table A1 Seismic Use Group
144 Sec. A.14.3 Seismic Design Loads
148 SECTION A.15: WIND DESIGN OF FLAT-BOTTOM
WATER STORAGE TANKS (REFER TO SECTION 15
OF ANSI/AWWA D103)
A.15.1 Wind Pressure
149 Sec. A.15.2 Anchor Check
Sec. A.15.3 Sliding Check

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AWWA D103 2009 With Errata 2010
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