Stability Checks of Columns and Beams in Braced Frames Using Elastic Effective Lengths. | ||||
MEJ- Mansoura Engineering Journal | ||||
Article 12, Volume 16, Issue 1, May 1991, Page 48-60 PDF (124.02 K) | ||||
Document Type: Research Studies | ||||
DOI: 10.21608/bfemu.2021.169642 | ||||
View on SCiNiTO | ||||
Author | ||||
Ahmed Badr | ||||
Lecturer at Structural Engineering Department., Faculty of Engineering., El-Mansoura University., Mansoura., Egypt. | ||||
Abstract | ||||
Checking for stability of columns and beams in braced frames is based on the elastic effective lengths. Simple design formulae. for checking the stability of the individual Pin-ended columns, are derived, where the effective length is equal to the line structure length. In this paper the problem of checking the stability of single braced frames, by using the equivalent column approach is considered. i.e the stability check of the total braced frame is replaced by stability cheeks of the individual Columns. Requirements necessary for the beans of a simple braced frame are sought, when the column is checked for stability using the elastic effective length. | ||||
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