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Volume 25, Issue 1
May 1963
Proceedings of the Institution of Civil Engineers Cover Image for Volume 25, Issue 1
Discussion| May 01 1963

DISCUSSION. THE ULTIMATE LOAD CARRYING CAPACITY OF SLENDER STANCHIONS BENT ABOUT THE MAJOR AXIS. Free

N S TRAHAIR;
N S TRAHAIR
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M R HORNE;
M R HORNE
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A N PROCTER;
A N PROCTER
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R H WOOD;
R H WOOD
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BRS
BRS
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1963
Proceedings of the Institution of Civil Engineers (1963) 25 (1): 51–57.
https://doi.org/10.1680/iicep.1963.10688

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First page of DISCUSSION. THE ULTIMATE LOAD CARRYING CAPACITY OF SLENDER STANCHIONS BENT ABOUT THE MAJOR AXIS.
Keywords:
MANCHESTER UNIVERSITY, BUILDING RESEARCH STATION, BRS, ULTIMATE, LOADS, CARRYING, CAPACITY, SLENDER, STANCHIONS, BENT, DESIGN, METHODS, TORSIONAL, ELASTIC, COLUMNS
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© Thomas Telford and ICE
1963
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.

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