{"id":72854,"date":"2024-10-17T16:24:56","date_gmt":"2024-10-17T16:24:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-c304-2007\/"},"modified":"2024-10-24T19:08:21","modified_gmt":"2024-10-24T19:08:21","slug":"awwa-c304-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-c304-2007\/","title":{"rendered":"AWWA C304 2007"},"content":{"rendered":"

This standard defines the methods to be used in the structural design of buried prestressed concrete cylinder pipe under internal pressure.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/AWWA C304-07 <\/td>\n<\/tr>\n
3<\/td>\nCommittee Personnel <\/td>\n<\/tr>\n
5<\/td>\nContents <\/td>\n<\/tr>\n
11<\/td>\nForeword
I. Introduction. <\/td>\n<\/tr>\n
16<\/td>\nII. Special Issues. <\/td>\n<\/tr>\n
17<\/td>\nIII. Use of This Standard. <\/td>\n<\/tr>\n
18<\/td>\nIV. Major Revisions.
V. Comments. <\/td>\n<\/tr>\n
19<\/td>\nAWWA Standard Design of Prestressed Concrete
\nCylinder Pipe
SECTION 1: GENERAL
Sec. 1.1 Scope
Sec. 1.2 References <\/td>\n<\/tr>\n
21<\/td>\nSec. 1.3 Applications
Sec. 1.4 Pipe Structure <\/td>\n<\/tr>\n
22<\/td>\nSec. 1.5 Tolerances
Sec. 1.6 Definitions <\/td>\n<\/tr>\n
23<\/td>\nSec. 1.7 Metric (SI) Equivalents
SECTION 2: LOADS AND INTERNAL PRESSURES
Sec. 2.1 Notation <\/td>\n<\/tr>\n
24<\/td>\nSec. 2.2 Design Loads and Internal Pressures
Sec. 2.3 Loads <\/td>\n<\/tr>\n
25<\/td>\nSec. 2.4 Internal Pressures <\/td>\n<\/tr>\n
26<\/td>\nSECTION 3: LOAD AND INTERNAL-PRESSURE
\nCOMBINATIONS
Sec. 3.1 Notation <\/td>\n<\/tr>\n
27<\/td>\nSec. 3.2 Load Factors for Limit-States Design
Sec. 3.3 Minimum Combined Design Loads and Pressures
Sec. 3.4 Working Loads and Internal Pressures
Sec. 3.5 Working Plus Transient Loads and Internal Pressures <\/td>\n<\/tr>\n
28<\/td>\nSec. 3.6 Working Loads and Internal Field-Test Pressures
Sec. 3.7 Load and Pressure Factors <\/td>\n<\/tr>\n
29<\/td>\nTable 1 Load and pressure factors for embedded-cylinder pipe
Table 2 Load and pressure factors for lined-cylinder pipe <\/td>\n<\/tr>\n
30<\/td>\nSECTION 4: MOMENTS AND THRUSTS
Sec. 4.1 Notation <\/td>\n<\/tr>\n
31<\/td>\nSec. 4.2 Distribution of Loads
Sec. 4.3 Moments and Thrusts <\/td>\n<\/tr>\n
33<\/td>\nSECTION 5: DESIGN MATERIAL PROPERTIES
Sec. 5.1 Notation <\/td>\n<\/tr>\n
34<\/td>\nSec. 5.2 Materials and Manufacturing Standard
Sec. 5.3 Properties of Core Concrete <\/td>\n<\/tr>\n
39<\/td>\nSec. 5.4 Properties of Coating Mortar <\/td>\n<\/tr>\n
40<\/td>\nSec. 5.5 Properties of Steel Cylinder <\/td>\n<\/tr>\n
41<\/td>\nSec. 5.6 Properties of Prestressing Wire <\/td>\n<\/tr>\n
43<\/td>\nSECTION 6: STRESSES FROM PRESTRESSING
Sec. 6.1 Notation <\/td>\n<\/tr>\n
45<\/td>\nSec. 6.2 Prestress Losses
Sec. 6.3 State of Stress With a Single Layer of Prestressing
Sec. 6.4 State of Stress With Multiple Layers of Prestressing <\/td>\n<\/tr>\n
47<\/td>\nSec. 6.5 Modular Ratios
Sec. 6.6 Design Creep Factor and Design Shrinkage Strain for Buried Pipe <\/td>\n<\/tr>\n
49<\/td>\nSec. 6.7 Wire-Relaxation Factor <\/td>\n<\/tr>\n
51<\/td>\nSECTION 7: CRITERIA FOR LIMIT-STATE LOADS
\nAND PRESSURES
Sec. 7.1 Notation <\/td>\n<\/tr>\n
52<\/td>\nSec. 7.2 Limit-States Design
Sec. 7.3 Serviceability Limit-States Design Criteria <\/td>\n<\/tr>\n
54<\/td>\nSec. 7.4 Elastic Limit-States Design Criteria
Sec. 7.5 Strength Limit-States Design Criteria <\/td>\n<\/tr>\n
56<\/td>\nSECTION 8: CALCULATION OF LIMIT-STATE
\nLOADS AND PRESSURES
Sec. 8.1 Notation <\/td>\n<\/tr>\n
59<\/td>\nSec. 8.2 Limit-States Design Procedures
Sec. 8.3 Maximum Pressures <\/td>\n<\/tr>\n
60<\/td>\nTable 3 Design load combinations and calculation references for embedded-cylinder pipe criteria <\/td>\n<\/tr>\n
61<\/td>\nTable 4 Design load combinations and calculation references for lined-cylinder pipe criteria <\/td>\n<\/tr>\n
62<\/td>\nSec. 8.4 Maximum Thrust
Sec. 8.5 Burst Pressure
Sec. 8.6 Radial Tension <\/td>\n<\/tr>\n
63<\/td>\nSec. 8.7 Combined Loads and Internal Pressures at Design Limit States
Sec. 8.8 Lines of Action of Thrusts <\/td>\n<\/tr>\n
64<\/td>\nSec. 8.9 Conformance With Limit-States Criteria <\/td>\n<\/tr>\n
79<\/td>\nSECTION 9: DESIGN SELECTION TABLES <\/td>\n<\/tr>\n
80<\/td>\nSec. 9.1 Design Example 1
Sec. 9.2 Design Example 2 <\/td>\n<\/tr>\n
81<\/td>\nSec. 9.3 Design Example 3
Sec. 9.4 Lined-Cylinder Pipe Standard Prestress Design Tables <\/td>\n<\/tr>\n
82<\/td>\nTable 5 Standard prestress design\u201416 in. (410 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
83<\/td>\nTable 6 Standard prestress design\u201418 in. (460 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
84<\/td>\nTable 7 Standard prestress design\u201420 in. (510 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
85<\/td>\nTable 8 Standard prestress design\u201424 in. (610 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
86<\/td>\nTable 9 Standard prestress design\u201430 in. (760 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
87<\/td>\nTable 10 Standard prestress design\u201436 in. (910 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
88<\/td>\nTable 11 Standard prestress design\u201442 in. (1,070 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
89<\/td>\nTable 12 Standard prestress design\u201448 in. (1,220 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
90<\/td>\nTable 13 Standard prestress design\u201454 in. (1,370 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
91<\/td>\nTable 14 Standard prestress design\u201460 in. (1,520 mm) lined-cylinder pipe <\/td>\n<\/tr>\n
95<\/td>\nAPPENDIX A Commentary
\n
SECTION A.1: INTRODUCTION
SECTION A.2: COMMENTARY FOR SEC. 3.2
\nOF THE STANDARD
SECTION A.3: COMMENTARY FOR SEC. 3.5.1
\nOF THE STANDARD <\/td>\n<\/tr>\n
96<\/td>\nSECTION A.4: COMMENTARY FOR SEC. 3.5.2
\nOF THE STANDARD
SECTION A.5: COMMENTARY FOR SEC. 3.6
\nOF THE STANDARD
SECTION A.6: COMMENTARY FOR SEC. 4.3.2
\nOF THE STANDARD <\/td>\n<\/tr>\n
97<\/td>\nSECTION A.7: COMMENTARY FOR SEC. 4.3.3
\nOF THE STANDARD
SECTION A.8: COMMENTARY FOR SEC. 5.3.3
\nAND 5.4.2 OF THE STANDARD
SECTION A.9: COMMENTARY FOR SEC. 5.3.4
\nAND 5.4.3 OF THE STANDARD
SECTION A.10: COMMENTARY FOR SEC. 5.3.5
\nOF THE STANDARD <\/td>\n<\/tr>\n
98<\/td>\nSECTION A.11: COMMENTARY FOR SEC. 5.5.2
\nOF THE STANDARD
SECTION A.12: COMMENTARY FOR SEC. 5.6.4
\nOF THE STANDARD <\/td>\n<\/tr>\n
99<\/td>\nSECTION A.13: COMMENTARY FOR SEC. 6
\nOF THE STANDARD
SECTION A.14: COMMENTARY FOR SEC. 6.4.1
\nOF THE STANDARD
SECTION A.15: COMMENTARY FOR SEC. 6.6
\nOF THE STANDARD
SECTION A.16: COMMENTARY FOR SEC. 7
\nOF THE STANDARD <\/td>\n<\/tr>\n
100<\/td>\nSECTION A.17: COMMENTARY FOR SEC. 7.5.5
\nOF THE STANDARD
SECTION A.18: COMMENTARY FOR SEC. 8
\nOF THE STANDARD
SECTION A.19: COMMENTARY FOR SEC. 8.9
\nOF THE STANDARD <\/td>\n<\/tr>\n
107<\/td>\nAPPENDIX B References <\/td>\n<\/tr>\n
109<\/td>\nAPPENDIX C Pipe-Design Example
SECTION C.1: INTRODUCTION <\/td>\n<\/tr>\n
110<\/td>\nSECTION C.2: DESIGN PARAMETERS <\/td>\n<\/tr>\n
112<\/td>\nSec. C.2.1 Moment and Thrust Coefficients <\/td>\n<\/tr>\n
113<\/td>\nSECTION C.3: MAXIMUM AND MINIMUM
\nWIRE AREAS
Sec. C.3.1 Maximum Prestressing-Wire Area Based on Minimum Wire Spacing
\nReferences
Sec. C.3.2 Minimum Allowable Prestressing-Wire Area Based on Maximum Wire Spacing
\nReferences
Sec. C.3.3 Minimum Prestressing-Wire Area Based on Burst Pressure
\nReferences <\/td>\n<\/tr>\n
114<\/td>\nSECTION C.4: STATE OF STRESS CALCULATIONS
Sec. C.4.1 Modular Ratios
\nReferences
Sec. C.4.2 Creep, Shrinkage, and Wire Relaxation
\nReferences <\/td>\n<\/tr>\n
116<\/td>\nSec. C.4.3 Initial Prestress
\nReferences
Sec. C.4.4 Final Prestress
\nReferences <\/td>\n<\/tr>\n
117<\/td>\nReferences
Sec. C.4.5 Decompression Pressure
\nReferences
SECTION C.5: MINIMUM PRESTRESSING-WIRE
\nAREA BASED ON MAXIMUM
\nPRESSURE <\/td>\n<\/tr>\n
118<\/td>\nSECTION C.6: STRESS FROM PRESTRESSING FOR
\nFINAL DESIGN AREA <\/td>\n<\/tr>\n
120<\/td>\nSECTION C.7: SERVICEABILITY AT FULL PIPE
\nCIRCUMFERENCE
SECTION C.8: SERVICEABILITY AT INVERT\/CROWN <\/td>\n<\/tr>\n
121<\/td>\nSec. C.8.1 Constants
\nReferences <\/td>\n<\/tr>\n
122<\/td>\nSec. C.8.2 Strains
\nReferences <\/td>\n<\/tr>\n
123<\/td>\nSec. C.8.3 Stresses <\/td>\n<\/tr>\n
124<\/td>\nSec. C.8.4 Internal Forces
\nReferences <\/td>\n<\/tr>\n
125<\/td>\nSec. C.8.5 Sum of Forces
\nReferences
Sec. C.8.6 Internal Moments
\nReferences
Sec. C.8.7 Sum of Moments
\nReferences <\/td>\n<\/tr>\n
126<\/td>\nSECTION C.9: SERVICEABILITY AT SPRINGLINE <\/td>\n<\/tr>\n
127<\/td>\nSec. C.9.1 Constants
\nReferences <\/td>\n<\/tr>\n
128<\/td>\nSec. C.9.2 Strains
\nReferences
Sec. C.9.3 Stresses <\/td>\n<\/tr>\n
129<\/td>\nSec. C.9.4 Internal Forces
\nReferences
Sec. C.9.5 Sum of Forces
\nReferences
Sec. C.9.6 Internal Moments
\nReferences <\/td>\n<\/tr>\n
130<\/td>\nSec. C.9.7 Sum of Moments About Wire
\nReferences <\/td>\n<\/tr>\n
131<\/td>\nSECTION C.10: ELASTIC LIMIT AT INVERT\/CROWN <\/td>\n<\/tr>\n
132<\/td>\nSECTION C.11: ELASTIC AND WIRE-YIELD
\nSTRENGTH LIMITS AT SPRINGLINE <\/td>\n<\/tr>\n
133<\/td>\nSec. C.11.1 Limit State of Wire Yielding at Springline
Sec. C.11.2 Critical Thrust at Invert at Cylinder Yield
\n <\/td>\n<\/tr>\n
134<\/td>\nSec. C.11.3 Moment Capacity at Invert and Redistributed Moment at Springline
\nReferences <\/td>\n<\/tr>\n
136<\/td>\nSec. C.11.4 Critical Thrust at Wire Yield, <\/td>\n<\/tr>\n
137<\/td>\nSec. C.11.5 Moment Capacity at Wire Yield <\/td>\n<\/tr>\n
139<\/td>\nSECTION C.12: CORE CRUSHING AT SPRINGLINE
Sec. C.12.1 Constants
\nReferences
Sec. C.12.2 Strains
\nReferences <\/td>\n<\/tr>\n
140<\/td>\nReferences
Sec. C.12.3 Stresses
\nReferences <\/td>\n<\/tr>\n
141<\/td>\nSec. C.12.4 Forces
\nReferences
Sec. C.12.5 Sum of Forces
\nReferences
Sec. C.12.6 Moments
\nReferences <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AWWA C304-07: Design Of Prestressed Concrete Cylinder Pipe<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AWWA<\/b><\/a><\/td>\n2007<\/td>\n144<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72855,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2651],"product_tag":[],"class_list":{"0":"post-72854","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\/72854","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\/72855"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72854"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72854"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72854"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}