The moment-gradient factor in lateral– torsional buckling of castellated steel beams under mid-span concentrated load
increasing the value of ( ) H / ho anddecreasing the value of ( ) w w t / h .On theother hand, the influence of ( ) 4 w h / b hasnoticed effect on the value of bC especiallyin big opening. The studies extended toinvestigate the non-compact sections tocompare the values of bC in the case ofcompact an...
Main Authors: | Mohamed dabaon, MAHMOUD EL-BOGHDADI, Omnia Kharoop, AZA ELAGAMEY |
---|---|
Format: | Article |
Language: | Arabic |
Published: |
Faculty of engineering, Tanta University
2018-12-01
|
Series: | Journal of Engineering Research - Egypt |
Subjects: | |
Online Access: | https://erjeng.journals.ekb.eg/article_125856_2346ea0c1d582eb230cabdb23706f9fe.pdf |
Similar Items
-
Behavior of Castellated Steel Beams: State of the Art Review
by: Samadhan G. Morkhade, et al.
Published: (2019-12-01) -
Generalized formula of moment gradient lateral torsional buckling factor for monosymmetric steel beams
by: Tarek Sharaf, et al.
Published: (2023-03-01) -
Experimental study of the behaviour and failure modes of tapered castellated steel beams
by: Al-Thabhawee Hayder Wafi, et al.
Published: (2022-03-01) -
Point Protection of Primary Beams of Steel Grillages Against Lateral Torsional Buckling
by: Rafał Piotrowski, et al.
Published: (2020-09-01) -
Experimental investigation of composite steel–concrete beams using symmetrical and asymmetrical castellated beams
by: Al-Thabhawee Hayder Wafi
Published: (2022-04-01)