ACI 307 : 2008
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE CHIMNEYS AND COMMENTARY
Hardcopy , PDF
04-12-2023
English
01-01-2008
Chapter 1 - General
1.1 Scope
1.2 Drawings and computations
1.3 Regulations
1.4 Reference standards
Chapter 2 - Materials
2.1 General
2.2 Cement
2.3 Aggregates
2.4 Reinforcement
Chapter 3 - Construction requirements
3.1 General
3.2 Concrete quality
3.3 Strength tests
3.4 Forms
3.5 Reinforcing placement
3.6 Concrete placement
3.7 Concrete curing
3.8 Construction tolerances
Chapter 4 - Service loads and general design
4.1 General
4.2 Wind loads
4.3 Earthquake loads
4.4 Special design considerations and requirement
4.5 Deflection criteria
Chapter 5 - Design of chimney shell
5.1 General
5.2 Applied forces
5.3 Required strength
5.4 Design strength
5.5 Nominal moment strength
5.6 Design for circumferential bending
Chapter 6 - Thermal stresses
6.1 General
6.2 Vertical temperature stresses
6.3 Circumferential temperature stresses
Appendix A - Notation
Gives material, construction, and design requirements for circular cast in place reinforced concrete chimneys. Covers minimum loadings for the design of reinforced concrete chimneys and contains methods for determining the concrete and reinforcement required as a result of these loadings. The method of analysis applies mainly to chimneys. Equations are provided for determining the temperature gradient through the concrete resulting from the difference in temperature of the gases inside the chimney and the surrounding atmosphere. Methods for combining the effects of dead and wind (or earthquake) loads with temperature both vertically and circumferentially are included. These methods allow the designer to establish minimum concrete and reinforcement requirements.
Committee |
307
|
DevelopmentNote |
INCLUDES ACI 307 R
|
DocumentType |
Standard
|
Pages |
34
|
PublisherName |
American Concrete Institute
|
Status |
Superseded
|
SupersededBy |
ASTM C 1298 : 1995 : R2007 | Standard Guide for Design and Construction of Brick Liners for Industrial Chimneys |
ACI ITG-9R : 2016 | REPORT ON DESIGN OF CONCRETE WIND TURBINE TOWERS |
ACI 351.2R : 2010 | REPORT ON FOUNDATIONS FOR STATIC EQUIPMENT |
ASCE 7 02 : 2003 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
ACI 371R : 2016 | GUIDE FOR THE ANALYSIS, DESIGN, AND CONSTRUCTION OF ELEVATED CONCRETE AND COMPOSITE STEEL-CONCRETE WATER STORAGE TANKS |
ACI 349.3R : 2018 | REPORT ON EVALUATION AND REPAIR OF EXISTING NUCLEAR SAFETY-RELATED CONCRETE STRUCTURES |
ASTM C 1298 : 1995 | Standard Guide for the Design and Construction of Brick Liners for Industrial Chimneys |
ASTM C 1298 : 1995 : R2001 | Standard Guide for the Design and Construction of Brick Liners for Industrial Chimneys |
CSA S37 : 2013 | ANTENNAS, TOWERS, AND ANTENNA-SUPPORTING STRUCTURES |
ACI 350M : 2006 | METRIC CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
ACI 350 : 2006 | CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
ASTM C 1298 : 1995 : R2013 | Standard Guide for Design and Construction of Brick Liners for Industrial Chimneys |
ACI 334.2R : 1991 | REINFORCED CONCRETE COOLING TOWER SHELLS |
ACI 104 : 1987(R1997) | PREPARATION OF NOTATION FOR CONCRETE |
ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
ANSI A58.1 : 1982 | DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, MINIMUM, |
ASTM C 309 : 2011 : REDLINE | Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete |
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