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Keywords: H COLUMNS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (1): 41–58.
Published: 01 March 1976
... 0.77129 2.80655 0.73310 kipf 8.61056 8.61056 8.17208 8.17208 3.97354 3.82833 3.82833 3.82833 * Neglecting torsion and strain-hardening and based on 0,=33 kips (correct test value=32.7 kips). f Strain-hardeningincluded. 56 ULTIMATESTRENGTH OF BlAXlALLYRESTRAINEDCOLUMNS Failure loads of restrained H-columns...
Journal Articles
Proceedings of the Institution of Civil Engineers (1968) 41 (4): 685–704.
Published: 01 December 1968
...A R GENT; H R MILNER; BS 449 7135 The ultimate load capacity of elastically restrained H-columns under biaxial bending A. R. GENT, PhD, BSC,MICE' H. R. MILNER, PhD, MEngSct The resultsof an exploratoryseries of model testson the performanceup to ultimate load of no-swayH-columnsundersingle...
