AI SearchElastic lateral stability of channel beams under biaxial uniform load
Call Number: AIT Thesis no. 806 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 806Publication details: Bangkok : Asian Institute of Technology, 1975Description: 25 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1975 Summary: The problem of lateral stability of a simply supported thin-walled beam of channel section subjected to biaxial uniform transverse load applied on the middle of top flange, is formulated by variationally method. The solution is obtained by the method of finite differences, in the elastic range. Approximate yield loads are obtained by Von Mises criterion for comparison. Parametric study is carried out and the results are presented to facilitate the design of beams under such conditions.
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A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
Thesis (M.Eng.) - Asian Institute of Technology, 1975
The problem of lateral stability of a simply supported thin-walled beam of channel section subjected to biaxial uniform transverse load applied on the middle of top flange, is formulated by variationally method. The solution is obtained by the method of finite differences, in the elastic range. Approximate yield loads are obtained by Von Mises criterion for comparison. Parametric study is carried out and the results are presented to facilitate the design of beams under such conditions.
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