A steel column has both the ends pinned in case (a) and fixed in case (b). It is subjected to a buckling load of 200 KN. If the column is restrained against lateral movement at its mid height,  the buckling load in different cases are

1
800 kN in case a
2
400 kN in case b
3
800 kN in case b
4
400 kN in case a

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