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ACI 209R : 1992

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

PREDICTION OF CREEP, SHRINKAGE, AND TEMPERATURE EFFECTS IN CONCRETE STRUCTURES

Available format(s)

Hardcopy , PDF

Superseded date

28-02-2020

Superseded by

ACI 209R : 1992(R1997)

Language(s)

English

Published date

01-01-1992

$120.32
Including GST where applicable

Chapter 1 - General
Chapter 2 - Material response
Chapter 3 - Factors affecting the structural response -
            assumptions and methods of analysis
Chapter 4 - Response of structures in which time - change
            of stresses due to creep, shrinkage and
            temperature is negligible
Chapter 5 - Response of structures with significant time
            change of stress
Acknowledgements
References
Notation
Tables

Describes the methods for predicting creep, shrinkage, and temperature effects in concrete structures. It presents the designer with a unified and digested approach to the problem of volume changes in concrete. The individual chapters have been written in such a way that they can be used almost independently from the rest of the report. The report is generally consistent with the ACI Building Code (ACI 318-77) and includes material indicated in the Code, but not specifically defined therein.

Committee
209
DocumentType
Standard
Pages
47
PublisherName
American Concrete Institute
Status
Superseded
SupersededBy

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ACI 350 : 2006 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY
ACI 325.12R : 2002 Guide for Design of Jointed Concrete Pavements for Streets and Local Roads<br>
ACI 207.1R : 2005 GUIDE TO MASS CONCRETE
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ACI 363R : 2010 REPORT ON HIGH-STRENGTH CONCRETE
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ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
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ACI 435R : 1995 CONTROL OF DEFLECTION IN CONCRETE STRUCTURES
ACI 444R : 1984 MODELS OF CONCRETE STRUCTURES - STATE-OF-THE-ART
ACI 435.2R : 66(R1989) DEFLECTIONS OF REINFORCED CONCRETE FLEXURAL MEMBERS

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