Two axial members are used to support a load $\mathrm{P}$ applied at joint $\mathrm{B}$.

Member ($1$) has a cross-sectional area of ${\mathrm{A}}_1=3,080 {\mathrm{mm}}^2$ and an allowable normal stress of $180 \mathrm{MPa}$.

Member ($2$) has a cross-sectional area of ${\mathrm{A}}_2=4,650 {\mathrm{mm}}^2$ and an allowable normal stress of $75 \mathrm{MPa}$.

Determine the maximum load $\mathrm{P}$ that may be supported by the structure without exceeding either allowable normal stress.