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Option 4 : 350
|
Type of member |
Maximum slenderness ratio |
|
A member carrying compressive loads resulting from dead load and superimposed load |
180 |
|
A member subjected to compressive loads resulting from wind/earthquake forces provided the deformation of such members does not adversely affect the stress in any part of the structure |
250 |
|
A member normally carrying tension but subjected to reversal of stress due to wind earthquake force. |
350 |
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