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Volume 4, Issue 3
1 May 1955
Proceedings of the Institution of Civil Engineers Cover Image for Volume 4, Issue 3
Research Article| May 01 1955

A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS. Available to Purchase

J MCH YOUNG;
J MCH YOUNG
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R E LANDAU
R E LANDAU
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1955
Proceedings of the Institution of Civil Engineers (1955) 4 (3): 299–335.
https://doi.org/10.1680/iicep.1955.11383

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First page of A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS.
Keywords:
DESIGN, PLATES, GIRDERS, DEEP, SHEAR, BENDING, WEBS, ELASTIC, BUCKLING, FAILURES, YIELDING, STRESS, LOADING, PLATES, EXPERIMENTS, INVESTIGATIONS, ECCENTRIC, SAFETY, STIFFENERS, CORNEILLE BRID., SEINE RIVER, ROUEN, FRANCE
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© Thomas Telford and ICE
1955
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AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

CORRESPONDENCE. A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS.,
Proceedings of the Institution of Civil Engineers (January,1956)
THE BUCKLING OF THE WEBS OF PLATE GIRDERS.
Journal of the Institution of Civil Engineers (March,1945)
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)
DISTRIBUTION OF STRESSES IN PLATE-GIRDERS. (INCLUDING APPENDIXES).
Minutes of the Proceedings of the Institution of Civil Engineers (January,1907)

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