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Discussion| January 01 1956

CORRESPONDENCE. A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS., Free

J MC H YOUNG;
J MC H YOUNG
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R E LANDAU;
R E LANDAU
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R WOLCHUK;
R WOLCHUK
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C MASSONNET;
C MASSONNET
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K C ROCKEY
K C ROCKEY
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1956
Proceedings of the Institution of Civil Engineers (1956) 5 (1): 60–71.
https://doi.org/10.1680/iicep.1956.11457

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First page of CORRESPONDENCE. A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS.,
Keywords:
DESIGN, PLATES, GIRDERS, BUCKLING, WEBS, STIFFENERS, STRESS
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© Thomas Telford and ICE
1956
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Contents

Volume 5, Issue 1
1 January 1956
Proceedings of the Institution of Civil Engineers Cover Image for Volume 5, Issue 1

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Suggested Reading

THE BUCKLING OF THE WEBS OF PLATE GIRDERS.
Journal of the Institution of Civil Engineers (March,1945)
DISTRIBUTION OF STRESSES IN PLATE-GIRDERS. (INCLUDING APPENDIXES).
Minutes of the Proceedings of the Institution of Civil Engineers (January,1907)
A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS.
Proceedings of the Institution of Civil Engineers (May,1955)
THE BASIS FOR DESIGN OF BEAMS AND PLATE GIRDERS IN THE REVISED BRITISH STANDARDS 153.
Proceedings of the Institution of Civil Engineers (July,1956)
DISCUSSION. EXPERIMENTAL VERIFICATION OF THE STRENGTHS OF PLATE GIRDERS DESIGNED IN ACCORDANCE WITH THE REVISED BRITISH STANDARD 153 : TESTS ON FULL-SIZE AND ON MODEL PLATE GIRDERS.
Proceedings of the Institution of Civil Engineers (July,1956)

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Team Cohesion: Advances in Psychological Theory, Methods and Practice

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