The singly reinforced concrete beam section shown in the figure (not drawn to the scale) is made of M25 grade concrete and Fe 500 grade reinforcing steel. The total cross- sectional area of the tension steel is 942 mm${}^2.$









As per limit state design of IS 456:2000, the design moment capacity (in kN.m round off to two decimal places) of the beam section is _____________.

1. 158.27