Skip to Main Content
Discussion| October 01 1944

CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS. Free

R H EVANS;
R H EVANS
Search for other works by this author on:
This Site
PubMed
Google Scholar
P W ABELES;
P W ABELES
Search for other works by this author on:
This Site
PubMed
Google Scholar
K HAJNAL KONYI;
K HAJNAL KONYI
Search for other works by this author on:
This Site
PubMed
Google Scholar
C E REYNOLDS;
C E REYNOLDS
Search for other works by this author on:
This Site
PubMed
Google Scholar
R H SQUIRE
R H SQUIRE
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1753-7835
Print ISSN: 0368-2455
© Thomas Telford and ICE
1944
Journal of the Institution of Civil Engineers (1944) 22 (8): 383–398.
https://doi.org/10.1680/ijoti.1944.14071

Article PDF first page preview

First page of CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS.
Keywords:
PLASTIC, THEORY, STRENGTH, REINFORCED, CONCRETE, BEAMS, DESIGN, SAFETY, FORMULAE, STRESS, PERMISSIBLE, PLASTIC, METHODS, CALCULATIONS
This content is only available via PDF.
© Thomas Telford and ICE
1944
data&figures
Data & Figures
 contents
Contents
 supplements
Supplements
 references
References
 related
Related
 languages
Languages

Data & Figures

Contents

Volume 22, Issue 8
October 1944
Journal of the Institution of Civil Engineers Cover Image for Volume 22, Issue 8

Supplements

References

Related

Suggested Reading

THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED-CONCRETE BEAMS.
Journal of the Institution of Civil Engineers (December,1943)
DISCUSSION. PLASTIC YIELD, SHRINKAGE, AND OTHER PROBLEMS OF CONCRETE, AND THEIR EFFECT ON DESIGN.
Minutes of the Proceedings of the Institution of Civil Engineers (January,1928)
THE RAPID CALCULATION OF THE PLASTIC COLLAPSE LOAD FOR A FRAMED STRUCTURE.
Proceedings of the Institution of Civil Engineers (March,1952)
DISCUSSION. WHAT'S WRONG WITH LOAD FACTOR DESIGN?,
Proceedings of the Institution of Civil Engineers (August,1980)
FURTHER RESEARCH IN REINFORCED CONCRETE, AND ITS APPLICATION TO ULTIMATE LOAD DESIGN.
Proceedings of the Institution of Civil Engineers (July,1953)

Related Chapters

DIRECT SHEAR FAILURE DESIGN BASED ON THE SHEAR-FRICTION FAILURE MODEL AND THE PLASTIC SHEAR ENVELOPE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Mapping Out Cross-sectoral Collaboration and Multi-level Governance Within Single Use Plastic Policy: An Analysis
Insurance and Risk Management for Disruptions in Social, Economic and Environmental Systems: Decision and Control Allocations within New Domains of Risk
Materials Matter: An Exploration of the Curatorial Practices of Consumers as Collectors
Consumer Culture Theory

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
CrossRef (1)

Languages

  • Online ISSN 1753-7835
  • Print ISSN 0368-2455
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal