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of $2$

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$4\mathrm{.}1$

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Problem $3$: A horizontal cantilever $2$ m long is constructed from the z $-$section shown in figure below. A load of $10$ kN is applied to the end of the cantilever at an angle of $60$ to the horizontal as shown. Assuming that no twisting moment is applied to the section,

Determine the stresses at points A and B$.(I_{}=48\mathrm{.}3{10}^{-6}{m}^4,I_{yy}=4\mathrm{.}4{10}^{-6}{m}^4)$