A RC beam of rectangular section 300 mm × 600 mm (overall depth) as shown in the figure, is subjected to a shear force of 100 kN, bending moment 50 kNm and torsional moment 40 kN under working conditions. The design equivalent bending moment in the beam as per LSM, will be ______ kNm.
Assume the following data if required:
1. Grades - M20 and Fe415
2. Design shear strength of concrete, τc = 0.48 N/mm2
3. Maximum shear stress, τc, max = 3.1 N/mm2
Enter numerical value using the virtual keypad. Round off where necessary.