{"id":72964,"date":"2024-10-17T16:27:11","date_gmt":"2024-10-17T16:27:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-d107-2010\/"},"modified":"2024-10-24T19:08:38","modified_gmt":"2024-10-24T19:08:38","slug":"awwa-d107-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-d107-2010\/","title":{"rendered":"AWWA D107 2010"},"content":{"rendered":"

This standard describes the design, construction, inspection, and testing of composite elevated tanks that utilize a welded steel tank for watertight containment and a single pedestal concrete support structure. Requirements for the steel tank, concrete support structure, foundation, and accessories are included. Site selection and procurement, tank sizing, post-commissioning inspection and maintenance, and the design, operation, and control of the water distribution system that connects to the composite elevated tank are beyond the scope of this standard.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AWWA D107-10 <\/td>\n<\/tr>\n
3<\/td>\nCommittee Personnel <\/td>\n<\/tr>\n
9<\/td>\nForeword
I. Introduction. <\/td>\n<\/tr>\n
10<\/td>\nII. Special Issues. <\/td>\n<\/tr>\n
12<\/td>\nIII. Use of This Standard. <\/td>\n<\/tr>\n
13<\/td>\nIV. Major Revisions.
V. Comments. <\/td>\n<\/tr>\n
15<\/td>\nAWWA Standard Composite Elevated Tanks
\nfor Water Storage
\n
SECTION 1: GENERAL
Sec. 1.1 Scope
Sec. 1.2 Purpose
Sec. 1.3 Application <\/td>\n<\/tr>\n
16<\/td>\nSec. 1.4 Drawings, Calculations, and Instructions
Sec. 1.5 Quality Assurance
Sec. 1.6 Equivalence Between US Customary Units and SI-Metric Units
\nof Nonhomogeneous Equations <\/td>\n<\/tr>\n
18<\/td>\nSECTION 2: REFERENCES <\/td>\n<\/tr>\n
21<\/td>\nSECTION 3: DEFINITIONS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 4: GENERAL REQUIREMENTS FOR
\nANALYSIS AND DESIGN
Sec. 4.1 General <\/td>\n<\/tr>\n
25<\/td>\nSec. 4.2 Design Loads <\/td>\n<\/tr>\n
37<\/td>\nTable 1 Coefficients for calculation of velocity exposure height coefficient <\/td>\n<\/tr>\n
38<\/td>\nTable 2a Design wind pressure
Table 2b Design wind pressure <\/td>\n<\/tr>\n
39<\/td>\nTable 3 Site classification <\/td>\n<\/tr>\n
40<\/td>\nTable 4a Site coefficient
Table 4b Site coefficient <\/td>\n<\/tr>\n
63<\/td>\nTable 5 Coefficient for upper limit on calculated period <\/td>\n<\/tr>\n
64<\/td>\nSec. 4.3 Analysis and Design <\/td>\n<\/tr>\n
66<\/td>\nSECTION 5: STEEL TANK
Sec. 5.1 General <\/td>\n<\/tr>\n
67<\/td>\nTable 6 Steel plate requirements
Sec. 5.2 Material Requirements <\/td>\n<\/tr>\n
68<\/td>\nSec. 5.3 Analysis and Design <\/td>\n<\/tr>\n
70<\/td>\nTable 7 Minimum size of fillet and partial joint penetration welds
Table 8 Allowable stresses in shell plates and structural components <\/td>\n<\/tr>\n
71<\/td>\nTable 9 Values of <\/td>\n<\/tr>\n
74<\/td>\nTable 10 Plasticity reduction factor coefficients <\/td>\n<\/tr>\n
75<\/td>\nSec. 5.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
77<\/td>\nTable 11 Alignment tolerance of butt joints
Table 12 Maximum reinforcement of shell butt joints* <\/td>\n<\/tr>\n
78<\/td>\nSECTION 6: CONCRETE SUPPORT STRUCTURE
Sec. 6.1 General <\/td>\n<\/tr>\n
79<\/td>\nSec. 6.2 Material Requirements
Sec. 6.3 Analysis and Design <\/td>\n<\/tr>\n
81<\/td>\nTable 13 Wall Reinforcement Requirements <\/td>\n<\/tr>\n
84<\/td>\nSec. 6.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
87<\/td>\nSECTION 7: FOUNDATIONS
Sec. 7.1 General <\/td>\n<\/tr>\n
88<\/td>\nSec. 7.2 Material Requirements
Sec. 7.3 Analysis and Design
Table 14 Minimum safety factor for foundations <\/td>\n<\/tr>\n
90<\/td>\nSec. 7.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
93<\/td>\nSECTION 8: ACCESSORIES
Sec. 8.1 General <\/td>\n<\/tr>\n
94<\/td>\nSec. 8.2 Ladders
Sec. 8.3 Platforms and Railings <\/td>\n<\/tr>\n
95<\/td>\nSec. 8.4 Access Openings <\/td>\n<\/tr>\n
96<\/td>\nSec. 8.5 Permanent Rigging Devices
Sec. 8.6 Ventilation
Sec. 8.7 Piping <\/td>\n<\/tr>\n
98<\/td>\nSec. 8.8 Lightning Protection
Sec. 8.9 Electrical and Lighting <\/td>\n<\/tr>\n
100<\/td>\nSec. 8.10 Interior Floors <\/td>\n<\/tr>\n
101<\/td>\nSec. 8.11 Antennas and Communication Equipment <\/td>\n<\/tr>\n
102<\/td>\nSECTION 9: INSPECTION AND TESTING
Sec. 9.1 General <\/td>\n<\/tr>\n
103<\/td>\nTable 15a Specific reporting requirements
Table 15b Other reports of tests and inspections, when specified.
Sec. 9.2 Geotechnical and Foundation <\/td>\n<\/tr>\n
104<\/td>\nSec. 9.3 Concrete <\/td>\n<\/tr>\n
106<\/td>\nSec. 9.4 Steel Tank: Materials and Tolerances
Sec. 9.5 Steel Tank: Welding <\/td>\n<\/tr>\n
108<\/td>\nTable 16 Maximum reinforcement of shell butt joints at radiograph locations <\/td>\n<\/tr>\n
111<\/td>\nSec. 9.6 Accessories
Sec. 9.7 Hydrotest <\/td>\n<\/tr>\n
113<\/td>\nAPPENDIX A Commentary
\n
SECTION A.1: GENERAL
Sec. A.1.1 Scope
Sec. A.1.3 Application
Sec. A.1.4 Drawings, Calculations, and Instructions
SECTION A.4: GENERAL REQUIREMENTS FOR
\nANALYSIS AND DESIGN
Sec. A.4.2 Design Loads <\/td>\n<\/tr>\n
123<\/td>\nSec. A.4.3 Analysis and Design Methods <\/td>\n<\/tr>\n
124<\/td>\nSECTION A.5: STEEL TANK
Sec. A.5.1 General
Sec. A.5.2 Material Requirements <\/td>\n<\/tr>\n
125<\/td>\nTable A.1 Plate material properties
Sec. A.5.3 Analysis and Design <\/td>\n<\/tr>\n
131<\/td>\nSec. A.5.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
133<\/td>\nTable A.2 Preheat requirements for standard Weld Procedure Specifications*
SECTION A.6: CONCRETE SUPPORT
\nSTRUCTURE
Sec. A.6.3 Analysis and Design <\/td>\n<\/tr>\n
137<\/td>\nSec. A.6.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
138<\/td>\nSECTION A.7: FOUNDATIONS
Sec. A.7.1 General
Sec. Sec. A.7.2 Material Requirements
Sec. A.7.3 Analysis and Design <\/td>\n<\/tr>\n
139<\/td>\nSec. A.7.4 Fabrication and Construction Requirements <\/td>\n<\/tr>\n
140<\/td>\nSECTION A.8: ACCESSORIES
Sec. A.8.1 General <\/td>\n<\/tr>\n
141<\/td>\nSec. A.8.2 Ladders
Table A.3 Side Rail Size and Spacing (ASTM A36 Steel) <\/td>\n<\/tr>\n
142<\/td>\nSec. A.8.3 Platforms and Railings
Sec. A.8.4 Access Openings <\/td>\n<\/tr>\n
143<\/td>\nSec. A.8.5 Permanent Rigging Devices
Sec. A.8.6 Ventilation
Sec. A.8.7 Piping <\/td>\n<\/tr>\n
144<\/td>\nSec. A.8.8 Lightning Protection
Sec. A.8.9 Electrical and Lighting <\/td>\n<\/tr>\n
145<\/td>\nSec. A.8.10 Interior Floors
Sec. A.8.11 Antennas and Communication Equipment
SECTION A.9: INSPECTION AND TESTING
\nCOMMENTARY
Sec. A.9.1 General <\/td>\n<\/tr>\n
146<\/td>\nSec. A.9.2 Geotechnical and Foundation
Sec. A.9.3 Concrete <\/td>\n<\/tr>\n
147<\/td>\nSec. A.9.4 Steel Tank: Materials and Tolerances
Sec. A.9.5 Steel Tank: Welding <\/td>\n<\/tr>\n
148<\/td>\nTable A.4 Fillet Weld Convexity <\/td>\n<\/tr>\n
149<\/td>\nTable A.5 IQI Selection <\/td>\n<\/tr>\n
150<\/td>\nTable A.6 Maximum Acceptable Rounded Discontinuities for RT* <\/td>\n<\/tr>\n
151<\/td>\nCited References
Section A.4 <\/td>\n<\/tr>\n
152<\/td>\nSection A.5 <\/td>\n<\/tr>\n
153<\/td>\nAPPENDIX B Information Provided by Purchaser
\n
SECTION B.1: REQUIRED INFORMATION
SECTION B.2: PURCHASER OPTIONS
Table B.1 Optional Requirements and Defaults
\n <\/td>\n<\/tr>\n
154<\/td>\nTable B.1 Optional Requirements and Defaults (continued) <\/td>\n<\/tr>\n
155<\/td>\nTable B.1 Optional Requirements and Defaults (continued) <\/td>\n<\/tr>\n
156<\/td>\nTable B.1 Optional Requirements and Defaults (continued) <\/td>\n<\/tr>\n
157<\/td>\nAPPENDIX C Recommendations for Geotechnical Investigation
\n
SECTION C.1: GENERAL <\/td>\n<\/tr>\n
158<\/td>\nTable C.1 Minimum Safety Factor for Pile Foundations
SECTION C.2: DESIGN CRITERIA
SECTION C.3: FIELD INVESTIGATION <\/td>\n<\/tr>\n
159<\/td>\nSECTION C.4: LABORATORY TESTING
SECTION C.5: ENGINEERING ANALYSIS AND
\nRECOMMENDATIONS <\/td>\n<\/tr>\n
161<\/td>\nReferences <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AWWA D107-10: Composite Elevated 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>\n2010<\/td>\n164<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72965,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2651],"product_tag":[],"class_list":{"0":"post-72964","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\/72964","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\/72965"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72964"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72964"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72964"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}