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Volume 19, Issue 4
August 1961
Proceedings of the Institution of Civil Engineers Cover Image for Volume 19, Issue 4
Research Article| August 01 1961

THE ULTIMATE LOAD CARRYING CAPACITY OF SLENDER STANCHIONS BENT ABOUT THE MAJOR AXIS. Available to Purchase

N S TRAHAIR
N S TRAHAIR
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1961
Proceedings of the Institution of Civil Engineers (1961) 19 (4): 479–502.
https://doi.org/10.1680/iicep.1961.11306

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First page of THE ULTIMATE LOAD CARRYING CAPACITY OF SLENDER STANCHIONS BENT ABOUT THE MAJOR AXIS.
Keywords:
SYDNEY UNIVERSITY, ULTIMATE, LOADS, CARRYING, CAPACITY, SLENDER, STANCHIONS, BENT, AXIS, MAJOR, ELASTIC, ANALYSIS, CURVATURE, INSTABILITY, YIELD, PERFECT, FAILURES, PREDICTION, INITIAL, AXIAL, ECCENTRICITY, THEORY, SLENDERNESS, IMPERFECTIONS, BEHAVIOUR, STRESS, EXPERIMENTS, TWIST
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© Thomas Telford and ICE
1961
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