The problem of lateral buckling can arise only in those steel beams which have moment of inertia about the bending axis larger than the other moment of inertia about the bending axis smaller than the other fully supported compression flange none of the above
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Here is your answer.
moment if inertia about the bending axis smaller than the other .
Thanks .
Here is your answer.
moment if inertia about the bending axis smaller than the other .
Thanks .
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