{"id":72952,"date":"2024-10-17T16:26:17","date_gmt":"2024-10-17T16:26:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-d100-2005\/"},"modified":"2024-10-24T19:08:36","modified_gmt":"2024-10-24T19:08:36","slug":"awwa-d100-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-d100-2005\/","title":{"rendered":"AWWA D100 2005"},"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 D100-05 <\/td>\n<\/tr>\n
3<\/td>\nCommittee Personnel <\/td>\n<\/tr>\n
7<\/td>\nContents <\/td>\n<\/tr>\n
15<\/td>\nForeword
I. Introduction. <\/td>\n<\/tr>\n
19<\/td>\nII. Special Issues.
III. Use of This Standard. <\/td>\n<\/tr>\n
28<\/td>\nIV. Major Revisions. <\/td>\n<\/tr>\n
30<\/td>\nV. Comments. <\/td>\n<\/tr>\n
31<\/td>\nAWWA Standard Welded Carbon Steel Tanks
\nfor Water Storage
\n
SECTION 1: GENERAL
Sec. 1.1 Scope <\/td>\n<\/tr>\n
32<\/td>\nSec. 1.2 Definitions
Sec. 1.3 Drawings to Be Provided <\/td>\n<\/tr>\n
33<\/td>\nSec. 1.4 References <\/td>\n<\/tr>\n
37<\/td>\nSECTION 2: MATERIALS
Sec. 2.1 General <\/td>\n<\/tr>\n
38<\/td>\nSec. 2.2 Material Requirements <\/td>\n<\/tr>\n
39<\/td>\nTable 1 Thickness limitations and special requirements <\/td>\n<\/tr>\n
41<\/td>\nSECTION 3: GENERAL DESIGN
Sec. 3.1 Design Loads <\/td>\n<\/tr>\n
43<\/td>\nTable 2 Force coefficient
Table 3 Velocity pressure exposure coefficient <\/td>\n<\/tr>\n
50<\/td>\nSec. 3.2 Unit Stresses <\/td>\n<\/tr>\n
51<\/td>\nTable 4 Unit stresses\u2014tension <\/td>\n<\/tr>\n
52<\/td>\nTable 5 Unit stresses\u2014compression
Table 6 Unit stresses\u2014primary bending <\/td>\n<\/tr>\n
53<\/td>\nTable 7 Unit stresses\u2014shearing
Table 8 Unit stresses\u2014bearing
Table 9 Material classes <\/td>\n<\/tr>\n
54<\/td>\nSec. 3.3 Combined Stresses <\/td>\n<\/tr>\n
55<\/td>\nSec. 3.4 Column, Strut, and Shell Stability Formulas <\/td>\n<\/tr>\n
60<\/td>\nTable 10 Allowable local buckling compressive stress <\/td>\n<\/tr>\n
61<\/td>\nTable 11 Allowable local buckling compressive stress <\/td>\n<\/tr>\n
62<\/td>\nTable 12 Allowable axial compressive stress <\/td>\n<\/tr>\n
63<\/td>\nTable 13 Allowable axial compressive stress <\/td>\n<\/tr>\n
64<\/td>\nTable 14 Values
\n <\/td>\n<\/tr>\n
68<\/td>\nSec. 3.5 Shell Girder, Intermediate Stiffeners, and Compression Rings <\/td>\n<\/tr>\n
71<\/td>\nSec. 3.6 Roofs <\/td>\n<\/tr>\n
72<\/td>\nSec. 3.7 Cylindrical Shell Plates <\/td>\n<\/tr>\n
73<\/td>\nTable 15 Weld design values\u2014tank plate joints <\/td>\n<\/tr>\n
74<\/td>\nSec. 3.8 Anchorage <\/td>\n<\/tr>\n
79<\/td>\nSec. 3.9 Corrosion Allowance and Protection
Sec. 3.10 Minimum Thickness and Size <\/td>\n<\/tr>\n
80<\/td>\nSec. 3.11 Joints
Table 16 Minimum thickness of cylindrical shell plates in contact with water <\/td>\n<\/tr>\n
81<\/td>\nSec. 3.12 Weld Design Values
Sec. 3.13 Reinforcement Around Openings <\/td>\n<\/tr>\n
84<\/td>\nSec. 3.14 Equivalent Metric Equations <\/td>\n<\/tr>\n
85<\/td>\nSECTION 4: SIZING AND DESIGN OF ELEVATED
\nTANKS
Sec. 4.1 Standard Capacities
Sec. 4.2 Heights for Elevated Tanks
Sec. 4.3 Standard Head Range <\/td>\n<\/tr>\n
86<\/td>\nTable 17 Standard capacities for elevated tanks
Sec. 4.4 Cross-Braced, Multicolumn Elevated Tanks <\/td>\n<\/tr>\n
88<\/td>\nSec. 4.5 Tank Plates <\/td>\n<\/tr>\n
89<\/td>\nSec. 4.6 Pedestal Tanks
Sec. 4.7 Tank Stability Against Overturning
Sec. 4.8 Lateral Load Distribution <\/td>\n<\/tr>\n
90<\/td>\nSECTION 5: ACCESSORIES FOR ELEVATED TANKS
Sec. 5.1 Steel Riser
Sec. 5.2 Pipe Connection <\/td>\n<\/tr>\n
91<\/td>\nSec. 5.3 Overflow
Sec. 5.4 Access <\/td>\n<\/tr>\n
93<\/td>\nSec. 5.5 Vent
Sec. 5.6 Antennas and Related Equipment <\/td>\n<\/tr>\n
94<\/td>\nSec. 5.7 Galvanic Corrosion
SECTION 6: SIZING OF GROUND-SUPPORTED
\nSTANDPIPES AND RESERVOIRS
SECTION 7: ACCESSORIES FOR GROUND-
\nSUPPORTED STANDPIPES AND RESERVOIRS
Sec. 7.1 Flush-Type Cleanouts
Sec. 7.2 Pipe Connections <\/td>\n<\/tr>\n
95<\/td>\nSec. 7.3 Overflow
Sec. 7.4 Access <\/td>\n<\/tr>\n
97<\/td>\nSec. 7.5 Vent
Sec. 7.6 Antennas and Related Equipment
Sec. 7.7 Galvanic Corrosion
SECTION 8: WELDING
Sec. 8.1 Definitions and Symbols <\/td>\n<\/tr>\n
98<\/td>\nSec. 8.2 Qualification of Welding Procedures, Welders, and Welding Operators <\/td>\n<\/tr>\n
99<\/td>\nSec. 8.3 Weld Joint Records
Sec. 8.4 Butt Joints <\/td>\n<\/tr>\n
100<\/td>\nSec. 8.5 Lap Joints
Sec. 8.6 Flat Tank Bottoms Resting Directly on Grade or Foundation <\/td>\n<\/tr>\n
101<\/td>\nTable 18 Minimum size of fillet weld-shell-to-bottom joint
\n
Sec. 8.7 Shell-to-Bottom Joint
Sec. 8.8 Shell Plates
Sec. 8.9 Tubular Column and Strut Sections <\/td>\n<\/tr>\n
102<\/td>\nSec. 8.10 Steel Risers
Sec. 8.11 Roof Plates
Sec. 8.12 Maximum Thickness of Material to Be Welded <\/td>\n<\/tr>\n
103<\/td>\nSec. 8.13 Lap Restrictions for Welded Lap Joints
Sec. 8.14 Minimum Size of Fillet and Seal Welds <\/td>\n<\/tr>\n
104<\/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
Sec. 9.2 Straightening <\/td>\n<\/tr>\n
105<\/td>\nSec. 9.3 Finish of Plate Edges-Welded Work
\n
Sec. 9.4 Rolling
Sec. 9.5 Double-Curved Plates
Sec. 9.6 Columns <\/td>\n<\/tr>\n
106<\/td>\nTable 19 Minimum diameter for unrolled shell plates for elevated tanks
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
107<\/td>\nSec. 10.2 Preparation of Surfaces to Be Welded <\/td>\n<\/tr>\n
108<\/td>\nTable 20 Maximum thickness of reinforcement for butt joints
Sec. 10.3 Preheating Weld Joints <\/td>\n<\/tr>\n
109<\/td>\nSec. 10.4 Low-Hydrogen Electrodes and Welding Processes
Sec. 10.5 Tack Welds <\/td>\n<\/tr>\n
110<\/td>\nSec. 10.6 Tank Assembly <\/td>\n<\/tr>\n
111<\/td>\nTable 21 Roundness\u2014cylindrical shells <\/td>\n<\/tr>\n
112<\/td>\nTable 22 Maximum allowable offset of aligned butt joints
Sec. 10.7 Matching Plates
Sec. 10.8 Grouting of Column, Riser, and Single-Pedestal Bases for Elevated Tanks
Sec. 10.9 High-Strength Anchors <\/td>\n<\/tr>\n
113<\/td>\nSECTION 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
117<\/td>\nSec. 11.5 Number and Location of Radiographs for Butt Weld Joints in Tank Shells,
\nLoad-Bearing Risers, and Single-Pedestal Columns <\/td>\n<\/tr>\n
118<\/td>\nSec. 11.6 Procedures for Inspection of Welded-Shell Butt Joints-Radiographic
\nTesting
\n <\/td>\n<\/tr>\n
120<\/td>\nTable 23 Maximum height of weld reinforcement of weld for butt joints above plate surface <\/td>\n<\/tr>\n
121<\/td>\nSec. 11.7 Procedure for Inspection of Groove Welds in Tension Member Bracing by
\nUltrasonic Inspection
Sec. 11.8 Inspection by Air Carbon Arc Gouging
Sec. 11.9 Repair of Defective Welds <\/td>\n<\/tr>\n
122<\/td>\nSec. 11.10 Testing
SECTION 12: FOUNDATION DESIGN
Sec. 12.1 General Requirements <\/td>\n<\/tr>\n
123<\/td>\nSec. 12.2 Soil-Bearing Value
Sec. 12.3 Safety Factors <\/td>\n<\/tr>\n
124<\/td>\nSec. 12.4 Foundations for Cross-Braced Multicolumn Tanks <\/td>\n<\/tr>\n
125<\/td>\nSec. 12.5 Foundations for Single-Pedestal Tanks <\/td>\n<\/tr>\n
127<\/td>\nSec. 12.6 Foundations for Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
129<\/td>\nSec. 12.7 Detail Design of Foundations <\/td>\n<\/tr>\n
130<\/td>\nSec. 12.8 Concrete Design, Materials, and Construction <\/td>\n<\/tr>\n
131<\/td>\nSec. 12.9 Backfill
SECTION 13: SEISMIC DESIGN OF WATER
\nSTORAGE TANKS
Sec. 13.1 General <\/td>\n<\/tr>\n
133<\/td>\nSec. 13.2 Design Earthquake Ground Motion <\/td>\n<\/tr>\n
134<\/td>\nTable 24 Seismic importance factor <\/td>\n<\/tr>\n
153<\/td>\nTable 25 Site Class definitions <\/td>\n<\/tr>\n
156<\/td>\nTable 26 Short-period site coefficient <\/td>\n<\/tr>\n
157<\/td>\nTable 27 Long-period site coefficient
Table 28 Response modification factors <\/td>\n<\/tr>\n
170<\/td>\nSec. 13.3 Cross-Braced, Column-Supported Elevated Tanks <\/td>\n<\/tr>\n
172<\/td>\nSec. 13.4 Pedestal-Type Elevated Tanks <\/td>\n<\/tr>\n
174<\/td>\nSec. 13.5 Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
185<\/td>\nTable 29 Minimum freeboard requirements
Sec. 13.6 Piping Connections <\/td>\n<\/tr>\n
186<\/td>\nSec. 13.7 Foundation Design for Ground-Supported Flat-Bottom Tanks
Table 30 Minimum design displacements for piping attachments <\/td>\n<\/tr>\n
187<\/td>\nSec. 13.8 Equivalent Metric Equations <\/td>\n<\/tr>\n
189<\/td>\nSECTION 14: ALTERNATIVE DESIGN BASIS FOR
\nSTANDPIPES AND RESERVOIRS
Sec. 14.1 Alternative Design Basis <\/td>\n<\/tr>\n
191<\/td>\nSec. 14.2 Materials <\/td>\n<\/tr>\n
194<\/td>\nTable 31 Category 1 material requirements for shell plates in contact with water to be used for design
\nmetal temperature tabulated <\/td>\n<\/tr>\n
195<\/td>\nTable 32 Category 2 materials
Table 33 Category 3 materials <\/td>\n<\/tr>\n
198<\/td>\nSec. 14.3 General Design <\/td>\n<\/tr>\n
200<\/td>\nTable 34 Maximum design tensile stresses in shell plates in contact with water <\/td>\n<\/tr>\n
202<\/td>\nTable 35 Minimum thickness of bottom annulus
Sec. 14.4 Inspection <\/td>\n<\/tr>\n
206<\/td>\nSec. 14.5 Certification of Compliance
SECTION 15: STRUCTURALLY SUPPORTED
\nALUMINUM DOME ROOFS
Sec. 15.1 General <\/td>\n<\/tr>\n
207<\/td>\nSec. 15.2 Definition
Sec. 15.3 Design Requirements
Sec. 15.4 Materials <\/td>\n<\/tr>\n
208<\/td>\nSec. 15.5 Allowable Stresses <\/td>\n<\/tr>\n
209<\/td>\nTable 36 Bolts and fasteners <\/td>\n<\/tr>\n
210<\/td>\nSec. 15.6 Design <\/td>\n<\/tr>\n
211<\/td>\nSec. 15.7 Roof Attachment Details
Sec. 15.8 Physical Characteristics
Sec. 15.9 Testing and Sealing <\/td>\n<\/tr>\n
212<\/td>\nSec. 15.10 Fabrication and Erection
Sec. 15.11 Coatings <\/td>\n<\/tr>\n
213<\/td>\nSec. 15.12 Equivalent Metric Equations <\/td>\n<\/tr>\n
214<\/td>\nAPPENDIX A Commentary for Welded Carbon Steel Tanks for Water Storage
\n
SECTION A.1: GENERAL (Refer to Sec. 1 of
\nANSI\/AWWA D100.)
Sec. A.1.1 Scope
Sec. A.1.4 References <\/td>\n<\/tr>\n
216<\/td>\nSECTION A.3: GENERAL DESIGN (Refer to Sec. 3 of
\nANSI\/AWWA D100.)
Sec. A.3.1 Design Loads <\/td>\n<\/tr>\n
217<\/td>\nSec. A.3.2 Unit Stresses
Sec. A.3.4 Column, Strut, and Shell Stability Formulas <\/td>\n<\/tr>\n
219<\/td>\nSec. A.3.6 Roofs <\/td>\n<\/tr>\n
220<\/td>\nSec. A.3.8 Anchorage
Sec. A.3.9 Corrosion Allowance and Protection <\/td>\n<\/tr>\n
221<\/td>\nSec. A.3.10 Minimum Thickness and Size
SECTION A.4: SIZING AND DESIGN OF ELEVATED
\nTANKS (Refer to Sec. 4 of ANSI\/AWWA D100.)
Sec. A.4.4 Cross-Braced, Multicolumn Elevated Tanks
Sec. A.4.5 Tank Plates <\/td>\n<\/tr>\n
222<\/td>\nSECTION A.5: ACCESSORIES FOR ELEVATED TANKS
\n(Refer to Sec. 5 of ANSI\/AWWA D100.)
Sec. A.5.1 Steel Riser
Sec. A.5.3 Overflow
Sec. A.5.4 Access <\/td>\n<\/tr>\n
223<\/td>\nSec. A.5.5 Vent
Sec. A.5.6 Antennas and Related Equipment <\/td>\n<\/tr>\n
226<\/td>\nSec. A.5.7 Galvanic Corrosion
SECTION A.7: ACCESSORIES FOR GROUND-
\nSUPPORTED STANDPIPES AND RESERVOIRS
\n(Refer to Sec. 7 of ANSI\/AWWA D100.)
Sec. A.7.2 Pipe Connections
Sec. A.7.3 Overflow <\/td>\n<\/tr>\n
227<\/td>\nSec. A.7.4 Access
Sec. A.7.5 Vent
Sec. A.7.7 Galvanic Corrosion
SECTION A.8: WELDING (Refer to Sec. 8 of
\nANSI\/AWWA D100.)
Sec. A.8.2 Qualification of Welding Procedures, Welders, and Welding Operators <\/td>\n<\/tr>\n
228<\/td>\nSec. A.8.3 Weld Joint Records <\/td>\n<\/tr>\n
229<\/td>\nSec. 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 to Sec. 9 of
\nANSI\/AWWA D100.)
Sec. A.9.4 Rolling
SECTION A.10: ERECTION (Refer to Sec. 10 of ANSI\/
\nAWWA D100.)
Sec. A.10.1 Welds <\/td>\n<\/tr>\n
230<\/td>\nSec. A.10.4 Low-Hydrogen Electrodes and Welding Processes
Sec. A.10.6 Tank Assembly <\/td>\n<\/tr>\n
231<\/td>\nSECTION A.11: INSPECTION AND TESTING (Refer to
\nSec. 11 of ANSI\/AWWA D100.)
Sec. A.11.2 Inspection Report
Sec. A.11.4 Inspection of Welded Joints <\/td>\n<\/tr>\n
232<\/td>\nSec. A.11.10 Testing
SECTION A.12: FOUNDATION DESIGN (Refer to
\nSec. 12 of ANSI\/AWWA D100.)
Sec. A.12.1 General Requirements <\/td>\n<\/tr>\n
233<\/td>\nSec. A.12.6 Foundations for Ground-Supported Flat-Bottom Tanks
Sec. A.12.7 Detail Design of Foundations
SECTION A.13: SEISMIC DESIGN OF WATER
\nSTORAGE TANKS (Refer to Sec. 13 of ANSI\/AWWA
\nD100.)
Sec. A.13.1 General <\/td>\n<\/tr>\n
234<\/td>\nSec. A.13.2 Design Earthquake Ground Motion <\/td>\n<\/tr>\n
235<\/td>\nTable A.1 Seismic Use Group <\/td>\n<\/tr>\n
237<\/td>\nSec. A.13.3 Cross-Braced, Column-Supported Elevated Tanks <\/td>\n<\/tr>\n
238<\/td>\nSec. A.13.4 Pedestal-Type Elevated Tanks
Sec. A.13.5 Ground-Supported Flat-Bottom Tanks <\/td>\n<\/tr>\n
241<\/td>\nSec. A.13.6 Piping Connections <\/td>\n<\/tr>\n
242<\/td>\nSECTION A.14: ALTERNATIVE DESIGN BASIS FOR
\nSTANDPIPES AND RESERVOIRS (Refer to Sec. 14
\nof ANSI\/AWWA D100.)
Sec. A.14.1 Alternative Design Basis <\/td>\n<\/tr>\n
243<\/td>\nSec. A.14.2 Materials
Sec. A.14.3 General Design <\/td>\n<\/tr>\n
244<\/td>\nAPPENDIX B Default Checklist
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AWWA D100-05: 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>\n2005<\/td>\n252<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72953,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2651],"product_tag":[],"class_list":{"0":"post-72952","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\/72952","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\/72953"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72952"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72952"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72952"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}