The structure supports a distributed load of $\mathrm{w} \mathrm{kN}/\mathrm{m}$. The $16-\mathrm{mm}$ diameter bolts at $\mathrm{A}$, $\mathrm{B}$, and $\mathrm{C}$ are each used in double shear connections. The cross-sectional area of axial member $\left(1\right)$ is $3,080 {\mathrm{mm}}^2$.

The limiting normal stress in axial member $\left(1\right)$ is $50 \mathrm{MPa}$, and the limiting shear stress in the bolts is $280 \mathrm{MPa}$. If a minimum factor of safety of $2.0$ is required for all components, determine the maximum allowable distributed load $\mathrm{w}$ that may be supported by the structure.