Which will increase the critical buckling load

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Reference no: EM131306953

An I-beam with the proportions shown is to be used as a long column. There is a concern about buckling, so two reinforcing plates are to be welded along the length of the column. Two options for the resulting cross section are shown. Which will increase the critical buckling load? Will it have a large or small effect? Explain why.

Reference no: EM131306953

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