Question
Download Solution PDFIS: 800-2007 limits the values of width to thickness ratios of the elements of a steel section to place a check on
Answer (Detailed Solution Below)
Detailed Solution
Download Solution PDFConcept: -
As per IS 800 : 2007, cl. 3.7.
Plate elements of a cross-section may buckle locally due to compressive stresses. The local buckling can be avoided by before limit state is achieved by limiting the width to thickness ration of teach element of a cross-section subjected to axial force, moment, or shear.Last updated on Jun 4, 2025
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