Question
Download Solution PDFThe maximum effective slenderness ratio for compression flange of a beam against lateral torsional buckling is
Answer (Detailed Solution Below)
Detailed Solution
Download Solution PDFExplanation:
As per IS: 800 - 2007
|
Type of member |
Maximum slenderness ratio |
|
A member carrying compressive loads resulting from the dead load and the imposed load |
180 |
|
A tension member in which a reversal of direct stress occurs due to loads other than wind and seismic forces |
180 |
|
A member subjected to compression force resulting only from combination with wind/earthquake actions, provided the deformation of such members does not adversely affect the stress in any part of the structure |
250 |
|
Compression flange of a beam against lateral torsional buckling |
300 |
|
A member normally acting as a tie in a roof truss or a bracing system not considered effective when subjected to a possible reversal of stress into compression resulting from the action of wind earthquake forces. |
350 |
|
Member always under tension (other than pre-tensioned members) |
400 |
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