A temporary bridge of 10 m span is used in a construction site and it is constructed using a number of 610UB101 steel beams spaced at 2m with a 100 mm height timber deck on top. During construction this bridge will be subjected to a slowly moving live road of kN/m. The density of hardwood timber used can be taken as 12 kN/m3. Determine the adequacy of the section to carry the load combination of dead and live load. Assume the ends of the beam are fully restrained.