A short column constructed of a IPN 300 wide-flange shape is subjected to a resultant compressive load P = 100 kN having its line of action at the midpoint of one flange (see figure).
(a) Determine the maximum tensile and compressive stressestandc, respectively, in the column.
(b) Locate the neutral axis under this loading condition.
(c) Recompute maximum tensile and compressive stresses if a UPN 180 is attached to one flange, as shown.
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