A simply-supported rectangular reinforced concrete beam has a width $250$ mm and an overall depth $600$ mm . The effective span of the beam is $6.23$ m. The beam carries a live load of $5 \mathrm{kN} / \mathrm{m}$ and super imposed dead load of $5 \mathrm{~kN} / \mathrm{m}$, in addition to its own weight. The unit weight of reinforced concrete is $25 \mathrm{~kN} / \mathrm{m}^{3}$. Consider the load factor of $1.5$ for all stated loads.
The design bending moment (in $\mathrm{kN}-\mathrm{m}$ ) for the limit state of collapse is $\_\_\_\_$ (rounded off to two decimal places).
