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ACI 307 : 2008

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE CHIMNEYS AND COMMENTARY
Available format(s)

Hardcopy , PDF

Superseded date

04-12-2023

Language(s)

English

Published date

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Superseded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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