Question: Column with eccentric load. Calculate the maximum load that the column can support. shown so that it does not buckle nor does the stress reach

Column with eccentric load. Calculate the maximum load that the column can support.
shown so that it does not buckle nor does the stress reach the yield value ().
The column is hinged at its base and hinged at its top. The column has
lateral support on the weak axis (y-y) at quarters of the length.
E=200 GPa. The profile is an IR406x83.1.
Column with eccentric load. Calculate the maximum

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