I've just read your message again. For (a), you can't have units of kN/m because moment is force x distance. Also you do not know the width of the walkway, and so will have to consider a 1 m width. A way to start is to assume a concrete deck which eurocode gives as 25 kN/m3 for reinforced concrete. You should then be able to add up the characteristic loads (self-weight + screed + finishes). Then you will be able to apply code safety factors. Then Calculate Reactions, VED and finally MED. Hope that gives you a direction.