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Flexural-torsional buckling of monosymmetric beam-colums / tie-beams / by S. Kitipornchai and C.M. Wong.

By:

Kitipornchai, S

Contributor(s):

Material type: Text

Text

TextSeries: Research report (University of Queensland. Dept. of Civil Engineering) ; no. CE96.Publication details: St. Lucia, Qld. : Department of Civil Engineering, University of Queensland, 1988.Description: 25 pISBN:

0867763140

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Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode
Vertical File	Matheson Library Vertical File	Vertical Files	624.1772 K62f (Browse shelf(Opens below))	Available		070254

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Previous	No cover image available					No cover image available		Next
Previous	624.1772 B561m Methods of analysis for slab type structures	624.1772 C454u Ultimate strenght of geometrically imperfect angle columns /	624.1772 C454u Ultimate strength of geometrically imperfect angle columns /	624.1772 K62f Flexural-torsional buckling of monosymmetric beam-colums / tie-beams /	624.1772 K62o Out-of-plane buckling formulae for beam-columns / tie-beams /	624.1772 L425c Composite beams and slabs with profiled steel sheeting	624.1772 L425c Design for openings in the webs of composite beams /	Next

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