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Volume 22, Issue 8
October 1944
Journal of the Institution of Civil Engineers Cover Image for Volume 22, Issue 8
Discussion| October 01 1944

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

R H EVANS;
R H EVANS
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P W ABELES;
P W ABELES
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K HAJNAL KONYI;
K HAJNAL KONYI
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C E REYNOLDS;
C E REYNOLDS
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R H SQUIRE
R H SQUIRE
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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

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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
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© Thomas Telford and ICE
1944
LATERAL LOAD ON HIGH ARCHES.
THE FLOW PATTERN NEAR A GRAVITY WELL IN A UNIFORM WATER-BEARING MEDIUM. (INCLUDES APPENDICES).
OBITUARY. PROFESSOR GILBERT COOK, FRS, 1885-1951.
OBITUARY. GUY HOWARD HUMPHREYS, 1896-1951.

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)

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