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What is the maximum effective slenderness ratio for a member subjected to compressive forces resulting only from combination of wind/earthquake actions?

What is the maximum effective slenderness ratio for a member subjected to compressive forces resulting only from combination of wind/earthquake actions? Correct Answer 250

The maximum effective slenderness ratio for a member subjected to compressive forces resulting only from combination of wind or earthquake actions, such that the deformation of such member does not adversely affect stresses in any part of structure is 250.

Related Questions

As per IS 800 : 2007, what is the maximum value of effective slenderness ratio of a beam / strut/ tension member for the following cases? Case 1: Members carrying compressive loads resulting from dead loads and imposed loads. Case 2: Members always under tension. Case 3: Members subjected to compressive forces resulting from a combination of wind/earthquake actions.
According to 1S 800-2007, what is the maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads?
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What is the maximum slenderness ratio for a steel member carrying compressive loads resulting from dead loads and imposed loads?
What is the maximum permissible slenderness ratio for a compressive member which is not subjected to any form of stress reversal?
Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given below:
Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.
Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling.
Select your answer according to codes given below:
Effective slenderness ratio of battened column shall be ____ of actual slenderness ratio of column
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