ACI 307 : 2008
Superseded
View Superseded by
DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE CHIMNEYS AND COMMENTARY
English
01-01-2008
12-04-2023
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Superseded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 |