{"id":72954,"date":"2024-10-17T16:26:19","date_gmt":"2024-10-17T16:26:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-d100-2011\/"},"modified":"2024-10-24T19:08:37","modified_gmt":"2024-10-24T19:08:37","slug":"awwa-d100-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-d100-2011\/","title":{"rendered":"AWWA D100 2011"},"content":{"rendered":"

The purpose of this standard is to provide guidance to facilitate the design, manufacture, and procurement of welded carbon steel tanks for the storage of water.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AWWA D100-11 <\/td>\n<\/tr>\n
3<\/td>\nCommittee Personnel <\/td>\n<\/tr>\n
5<\/td>\nContents <\/td>\n<\/tr>\n
13<\/td>\nForeword
I. Introduction. <\/td>\n<\/tr>\n
19<\/td>\nII. Special Issues.
III. Use of This Standard. <\/td>\n<\/tr>\n
27<\/td>\nIV. Major Revisions.
V. Comments. <\/td>\n<\/tr>\n
29<\/td>\nAWWA Standard Welded Carbon Steel Tanks
\nfor Water Storage
\n
SECTION 1: GENERAL
Sec. 1.1 Scope <\/td>\n<\/tr>\n
30<\/td>\nSec. 1.2 Definitions
Sec. 1.3 Drawings to Be Provided <\/td>\n<\/tr>\n
31<\/td>\nSec. 1.4 References <\/td>\n<\/tr>\n
35<\/td>\nSECTION 2: MATERIALS
Sec. 2.1 General
Sec. 2.2 Material Requirements <\/td>\n<\/tr>\n
36<\/td>\nTable 1 Thickness limitations and special requirements <\/td>\n<\/tr>\n
38<\/td>\nSECTION 3: GENERAL DESIGN
Sec. 3.1 Design Loads <\/td>\n<\/tr>\n
40<\/td>\nTable 2 Force coefficient
Table 3 Velocity pressure exposure coefficient <\/td>\n<\/tr>\n
48<\/td>\nSec. 3.2 Unit Stresses
Table 4 Material classes <\/td>\n<\/tr>\n
49<\/td>\nTable 5 Unit stresses\u2014tension
Sec. 3.3 Combined Stresses <\/td>\n<\/tr>\n
50<\/td>\nTable 6 Unit stresses\u2014compression
Table 7 Unit stresses\u2014primary bending <\/td>\n<\/tr>\n
51<\/td>\nTable 8 Unit stresses\u2014shearing
Table 9 Unit stresses\u2014bearing <\/td>\n<\/tr>\n
52<\/td>\nSec. 3.4 Allowable Compressive Stresses for Columns, Struts, and Shells <\/td>\n<\/tr>\n
57<\/td>\nTable 10 Allowable local buckling compressive stress <\/td>\n<\/tr>\n
58<\/td>\nTable 11 Allowable local buckling compressive stress <\/td>\n<\/tr>\n
59<\/td>\nTable 12 Allowable axial compressive stress <\/td>\n<\/tr>\n
60<\/td>\nTable 13 Allowable axial compressive stress <\/td>\n<\/tr>\n
62<\/td>\nTable 14 Values
\n <\/td>\n<\/tr>\n
65<\/td>\nSec. 3.5 Shell Girder, Intermediate Stiffeners, and Compression Rings <\/td>\n<\/tr>\n
67<\/td>\nSec. 3.6 Roofs <\/td>\n<\/tr>\n
69<\/td>\nSec. 3.7 Cylindrical Shell Plates
Sec. 3.8 Anchorage <\/td>\n<\/tr>\n
70<\/td>\nTable 15 Weld design values\u2014tank plate joints <\/td>\n<\/tr>\n
75<\/td>\nSec. 3.9 Corrosion Allowance and Protection
Sec. 3.10 Minimum Thickness and Size <\/td>\n<\/tr>\n
76<\/td>\nTable 16 Minimum thickness of cylindrical shell plates in contact with water <\/td>\n<\/tr>\n
77<\/td>\nSec. 3.11 Joints
Sec. 3.12 Weld Design Values <\/td>\n<\/tr>\n
78<\/td>\nSec. 3.13 Reinforcement Around Openings <\/td>\n<\/tr>\n
80<\/td>\nSec. 3.14 Equivalent Metric Equations <\/td>\n<\/tr>\n
81<\/td>\nSECTION 4: SIZING AND DESIGN OF
\nELEVATED TANKS
Sec. 4.1 Standard Capacities
Table 17 Standard capacities for elevated tanks <\/td>\n<\/tr>\n
82<\/td>\nSec. 4.2 Heights for Elevated Tanks
Sec. 4.3 Standard Head Range
Sec. 4.4 Cross-Braced, Multicolumn Elevated Tanks <\/td>\n<\/tr>\n
84<\/td>\nSec. 4.5 Tank Plates <\/td>\n<\/tr>\n
85<\/td>\nSec. 4.6 Pedestal Tanks
Sec. 4.7 Tank Stability Against Overturning
Sec. 4.8 Lateral Load Distribution
SECTION 5: ACCESSORIES FOR ELEVATED
\nTANKS
Sec. 5.1 Steel Riser <\/td>\n<\/tr>\n
86<\/td>\nSec. 5.2 Pipe Connection
Sec. 5.3 Overflow <\/td>\n<\/tr>\n
87<\/td>\nSec. 5.4 Access <\/td>\n<\/tr>\n
89<\/td>\nSec. 5.5 Vent
Sec. 5.6 Antennas and Related Equipment
Sec. 5.7 Galvanic Corrosion
SECTION 6: SIZING OF GROUND-SUPPORTED
\nSTANDPIPES AND RESERVOIRS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 7: ACCESSORIES FOR GROUND-
\nSUPPORTED STANDPIPES AND RESERVOIRS
Sec. 7.1 Flush-Type Cleanouts
Sec. 7.2 Pipe Connections
Sec. 7.3 Overflow <\/td>\n<\/tr>\n
91<\/td>\nSec. 7.4 Access <\/td>\n<\/tr>\n
92<\/td>\nSec. 7.5 Vent <\/td>\n<\/tr>\n
93<\/td>\nSec. 7.6 Antennas and Related Equipment
Sec. 7.7 Galvanic Corrosion
SECTION 8: WELDING
Sec. 8.1 Definitions and Symbols
Sec. 8.2 Qualification of Welding Procedures, Welders, and Welding Operators <\/td>\n<\/tr>\n
94<\/td>\nSec. 8.3 Weld Joint Records <\/td>\n<\/tr>\n
95<\/td>\nSec. 8.4 Butt Joints
Sec. 8.5 Lap Joints <\/td>\n<\/tr>\n
96<\/td>\nSec. 8.6 Flat Tank Bottoms Resting Directly on Grade or Foundation
Sec. 8.7 Shell-to-Bottom Joint
Table 18 Minimum size of fillet weld\u2014shell-to-bottom joint <\/td>\n<\/tr>\n
97<\/td>\nSec. 8.8 Shell Plates
Sec. 8.9 Tubular Column and Strut Sections
Sec. 8.10 Steel Risers
Sec. 8.11 Roof Plates <\/td>\n<\/tr>\n
98<\/td>\nSec. 8.12 Maximum Thickness of Material to Be Welded
Sec. 8.13 Lap Restrictions for Welded Lap Joints
Sec. 8.14 Minimum Size of Fillet and Seal Welds <\/td>\n<\/tr>\n
99<\/td>\nSec. 8.15 Minimum Length of Welds
Sec. 8.16 Intermittent Welding
Sec. 8.17 Corrosion Protection
SECTION 9: SHOP FABRICATION
Sec. 9.1 Workmanship <\/td>\n<\/tr>\n
100<\/td>\nSec. 9.2 Straightening
Sec. 9.3 Finish of Plate Edges\u2014Welded Work
Sec. 9.4 Rolling
Table 19 Minimum diameter for unrolled shell plates for elevated tanks <\/td>\n<\/tr>\n
101<\/td>\nSec. 9.5 Double-Curved Plates
Sec. 9.6 Columns
Sec. 9.7 Shop Assembly
Sec. 9.8 High-Strength Anchor Bolts
Sec. 9.9 Shipping
SECTION 10: ERECTION
Sec. 10.1 Welds <\/td>\n<\/tr>\n
102<\/td>\nTable 20 Maximum thickness of reinforcement for butt joints
Sec. 10.2 Preparation of Surfaces to Be Welded <\/td>\n<\/tr>\n
103<\/td>\nSec. 10.3 Preheating Weld Joints <\/td>\n<\/tr>\n
104<\/td>\nSec. 10.4 Low-Hydrogen Electrodes and Welding Processes
Sec. 10.5 Tack Welds
Sec. 10.6 Tank Assembly <\/td>\n<\/tr>\n
105<\/td>\nTable 21 Roundness\u2014cylindrical shells <\/td>\n<\/tr>\n
107<\/td>\nSec. 10.7 Matching Plates
Sec. 10.8 Grouting of Column, Riser, and Single-Pedestal Bases
\nfor Elevated Tanks
Table 22 Maximum allowable offset of aligned butt joints <\/td>\n<\/tr>\n
108<\/td>\nSec. 10.9 High-Strength Anchors
SECTION 11: INSPECTION AND TESTING
Sec. 11.1 General
Sec. 11.2 Inspection Report
Sec. 11.3 Welders’ Credentials
Sec. 11.4 Inspection of Welded Joints <\/td>\n<\/tr>\n
112<\/td>\nSec. 11.5 Number and Location of Radiographs for Butt-Weld Joints in Tank
\nShells, Load-Bearing Risers, and Single-Pedestal Columns <\/td>\n<\/tr>\n
113<\/td>\nSec. 11.6 Procedures for Inspection of Welded-Shell Butt Joints\u2014Radiographic
\nTesting <\/td>\n<\/tr>\n
114<\/td>\nTable 23 Maximum height of weld reinforcement of weld for butt joints above plate surface <\/td>\n<\/tr>\n
116<\/td>\nSec. 11.7 Procedure for Inspection of Groove Welds in Tension Member Bracing
\nby Ultrasonic Inspection
Sec. 11.8 Inspection by Air Carbon Arc Gouging
Sec. 11.9 Repair of Defective Welds <\/td>\n<\/tr>\n
117<\/td>\nSec. 11.10 Testing
SECTION 12: FOUNDATION DESIGN
Sec. 12.1 General Requirements <\/td>\n<\/tr>\n
118<\/td>\nSec. 12.2 Soil-Bearing Value
Sec. 12.3 Safety Factors <\/td>\n<\/tr>\n
119<\/td>\nSec. 12.4 Foundations for Cross-Braced Multicolumn Tanks <\/td>\n<\/tr>\n
120<\/td>\nSec. 12.5 Foundations for Single-Pedestal Tanks <\/td>\n<\/tr>\n
121<\/td>\nSec. 12.6 Foundations for Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
124<\/td>\nSec. 12.7 Detail Design of Foundations <\/td>\n<\/tr>\n
125<\/td>\nSec. 12.8 Concrete Design, Materials, and Construction
Sec. 12.9 Backfill <\/td>\n<\/tr>\n
126<\/td>\nSECTION 13: SEISMIC DESIGN OF WATER
\nSTORAGE TANKS
Sec. 13.1 General <\/td>\n<\/tr>\n
128<\/td>\nSec. 13.2 Design Earthquake Ground Motion <\/td>\n<\/tr>\n
129<\/td>\nTable 24 Seismic importance factor <\/td>\n<\/tr>\n
148<\/td>\nTable 25 Site class definitions <\/td>\n<\/tr>\n
151<\/td>\nTable 26 Short-period site coefficient
Table 27 Long-period site coefficient <\/td>\n<\/tr>\n
152<\/td>\nTable 28 Response modification factors <\/td>\n<\/tr>\n
163<\/td>\nSec. 13.3 Cross-Braced Column-Supported Elevated Tanks <\/td>\n<\/tr>\n
165<\/td>\nSec. 13.4 Pedestal-Type Elevated Tanks <\/td>\n<\/tr>\n
166<\/td>\nSec. 13.5 Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
176<\/td>\nTable 29 Minimum freeboard requirements <\/td>\n<\/tr>\n
177<\/td>\nSec. 13.6 Piping Connections <\/td>\n<\/tr>\n
178<\/td>\nTable 30 Minimum design displacements for piping attachments <\/td>\n<\/tr>\n
179<\/td>\nSec. 13.7 Foundation Design for Ground-Supported Flat-Bottom Tanks
Sec. 13.8 Equivalent Metric Equations <\/td>\n<\/tr>\n
181<\/td>\nSECTION 14: ALTERNATIVE DESIGN BASIS FOR
\nSTANDPIPES AND RESERVOIRS
Sec. 14.1 Alternative Design Basis <\/td>\n<\/tr>\n
183<\/td>\nSec. 14.2 Materials <\/td>\n<\/tr>\n
185<\/td>\nTable 31 Category 1 material requirements for shell plates in contact with water to be used
\nfor design metal temperature tabulated <\/td>\n<\/tr>\n
186<\/td>\nTable 32 Category 2 materials
Table 33 Category 3 materials <\/td>\n<\/tr>\n
189<\/td>\nSec. 14.3 General Design <\/td>\n<\/tr>\n
191<\/td>\nTable 34 Maximum design tensile stresses in shell plates in contact with water <\/td>\n<\/tr>\n
192<\/td>\nSec. 14.4 Inspection <\/td>\n<\/tr>\n
193<\/td>\nTable 35 Minimum thickness of bottom annulus <\/td>\n<\/tr>\n
195<\/td>\nSec. 14.5 Certification of Compliance <\/td>\n<\/tr>\n
196<\/td>\nCERTIFICATION OF COMPLIANCE WITH
\nREQUIREMENTS OF AWWA D100, SECTION 14 <\/td>\n<\/tr>\n
197<\/td>\nAPPENDIX A Commentary for Welded Carbon Steel Tanks for Water Storage
\n
SECTION A.1: GENERAL (Refer to Sec. 1
\nof ANSI\/AWWA D100)
Sec. A.1.1 Scope
Sec. A.1.4 References <\/td>\n<\/tr>\n
199<\/td>\nSECTION A.2: MATERIALS (Refer to Sec. 2
\nof ANSI\/AW WA D100)
Sec. A.2.2 Material Requirements
SECTION A.3: GENERAL DESIGN (Refer to
\nSec. 3 of ANSI\/AW WA D100)
Sec. A.3.1 Design Loads <\/td>\n<\/tr>\n
200<\/td>\nSec. A.3.2 Unit Stresses
Sec. A.3.4 Allowable Compressive Stresses for Columns, Struts, and Shells <\/td>\n<\/tr>\n
202<\/td>\nSec. A.3.5 Shell Girder, Intermediate Stiffeners, and Compression Rings
Sec. A.3.6 Roofs <\/td>\n<\/tr>\n
203<\/td>\nSec. A.3.8 Anchorage <\/td>\n<\/tr>\n
204<\/td>\nSec. A.3.9 Corrosion Allowance and Protection
Sec. A.3.10 Minimum Thickness and Size
SECTION A.4: SIZING AND DESIGN OF
\nELEVATED TANKS (Refer to Sec. 4 of
\nANSI\/AW WA D100)
Sec. A.4.4 Cross-Braced, Multicolumn Elevated Tanks
Sec. A.4.5 Tank Plates <\/td>\n<\/tr>\n
205<\/td>\nSECTION A.5: ACCESSORIES FOR ELEVATED
\nTANKS (Refer to Sec. 4 of ANSI\/AW WA D100)
Sec. A.5.1 Steel Riser
Sec. A.5.3 Overflow <\/td>\n<\/tr>\n
206<\/td>\nSec. A.5.4 Access
Sec. A.5.5 Vent
Sec. A.5.6 Antennas and Related Equipment <\/td>\n<\/tr>\n
209<\/td>\nSec. A.5.7 Galvanic Corrosion
SECTION A.7: ACCESSORIES FOR GROUND-
\nSUPPORTED STANDPIPES AND RESERVOIRS
\n(Refer to Sec. 7 of ANSI\/AW WA D100)
Sec. A.7.2 Pipe Connections <\/td>\n<\/tr>\n
210<\/td>\nSec. A.7.3 Overflow
Sec. A.7.4 Access
Sec. A.7.5 Vent
Sec. A.7.7 Galvanic Corrosion <\/td>\n<\/tr>\n
211<\/td>\nSECTION A.8: WELDING (Refer to Sec. 8
\nof ANSI\/AW WA D100)
Sec. A.8.2 Qualification of Welding Procedures, Welders, and Welding Operators <\/td>\n<\/tr>\n
212<\/td>\nSec. A.8.3 Weld Joint Records
Sec. A.8.9 Tubular Column and Strut Sections
Sec. A.8.13 Lap Restrictions for Welded Lap Joints
Sec. A.8.14 Minimum Size of Fillet and Seal Welds
Sec. A.8.17 Corrosion Protection
SECTION A.9: SHOP FABRICATION (Refer
\nto Sec. 9 of ANSI\/AW WA D100)
Sec. A.9.4 Rolling <\/td>\n<\/tr>\n
213<\/td>\nSECTION A.10: ERECTION (Refer to Sec. 10
\nof ANSI\/AW WA D100)
Sec. A.10.1 Welds
Sec. A.10.4 Low-Hydrogen Electrodes and Welding Processes
Sec. A.10.6 Tank Assembly <\/td>\n<\/tr>\n
214<\/td>\nSECTION A.11: INSPECTION AND TESTING
\n(Refer to Sec. 11 of ANSI\/AW WA D100)
Sec. A.11.2 Inspection Report
Sec. A.11.4 Inspection of Welded Joints <\/td>\n<\/tr>\n
215<\/td>\nSec. A.11.10 Testing
SECTION A.12: FOUNDATION DESIGN (Refer
\nto Sec. 12 of ANSI\/AW WA D100)
Sec. A.12.1 General Requirements
Sec. A.12.6 Foundations for Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
216<\/td>\nSec. A.12.7 Detail Design of Foundations
SECTION A.13: SEISMIC DESIGN OF WATER
\nSTORAGE TANKS (Refer to Sec. 13 of
\nANSI\/AW WA D100)
Sec. A.13.1 General <\/td>\n<\/tr>\n
217<\/td>\nSec. A.13.2 Design Earthquake Ground Motion <\/td>\n<\/tr>\n
218<\/td>\nTable A.1 Seismic use group <\/td>\n<\/tr>\n
220<\/td>\nSec. A.13.3 Cross-Braced Column-Supported Elevated Tanks
Sec. A.13.4 Pedestal-Type Elevated Tanks <\/td>\n<\/tr>\n
221<\/td>\nSec. A.13.5 Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
224<\/td>\nSec. A.13.6 Piping Connections <\/td>\n<\/tr>\n
225<\/td>\nSECTION A.14: ALTERNATIVE DESIGN BASIS
\nFOR STANDPIPES AND RESERVOIRS (Refer
\nto Sec. 14 of ANSI\/AW WA D100)
Sec. A.14.1 Alternative Design Basis <\/td>\n<\/tr>\n
226<\/td>\nSec. A.14.2 Materials
Sec. A.14.3 General Design <\/td>\n<\/tr>\n
227<\/td>\nAPPENDIX B Default Checklist
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AWWA D100-11: Welded Carbon Steel Tanks For Water Storage<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AWWA<\/b><\/a><\/td>\n2011<\/td>\n236<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72955,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2651],"product_tag":[],"class_list":{"0":"post-72954","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-awwa","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/72954","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/72955"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72954"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72954"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72954"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}