b) both ends are hinged.

Take $\sigma_{c} = 550 N/mm^{2}, a = (1/1600)$

$$ \begin{array}{l}{\text { Data: } \mathrm{L}=4.2 \mathrm{m}, \text { a) Both ends are fixed. } \mathrm{b} \text { ) Both ends are hinged }} \ {\sigma \mathrm{c}=550 \mathrm{MPa}, \quad a=\frac{1}{1600}} \ {\text { Find: } \mathrm{P}_{\mathrm{R}}}\end{array} $$ $$ \begin{array}{l}{\mathrm{A}=\frac{\pi}{4}\left(\mathrm{D}^{2}-\mathrm{d}^{2}\right)=\frac{\pi}{4}\left(300^{2}-200^{2}\right)=39269.91 \mathrm{mm}^{2}} \ {\text { Imin }=\frac{\pi}{64}\left(\mathrm{D}^{4}-\mathrm{d}^{4}\right)=\frac{\pi}{64}\left(300^{4}-200^{4}\right)=319068003.9 \mathrm{mm}^{4}} \ {\mathrm{K}_{\min }=\sqrt{\frac{\operatorname{Imin}}{\mathrm{A}}}=\sqrt{\frac{319068003.9}{39269.91}}=90.138 \mathrm{mm}}\end{array} …