A triangular distributed load is applied on top of a beam as shown in the figure. The value of the maximum bending moment in kN-m is \(\underline{\hspace{1cm}}\). (round off to 2 decimal places) 
| Day | Convergence reading (mm) |
| 0 | 0 |
| 5 | 4.7 |
| 10 | 11.3 |
| 16 | 19.6 |
| 22 | 28.8 |
| 30 | 34.8 |
| Line | Length (m) | Bearing |
| AB | 100 | 90° |
| BC | 120 | 150° |
The length, in m and bearing of line CA, in degree, respectively, are
