Design of RC member considering slab T and L beam

[chikaokekeokeke366099]

Q1, concrete member definition-beam allows user to consider monolithic-cast-in-situ beam and slab as T beam? Yes or No
Q1.1, how do we consider edge beam as in L beam? Note: the beam member definition those not allow me put only b1 and leave out b2 to represent L beam

Q2, I have hand calculated b1 and b2 using eurocode 2 formula to define beams in my model and I am having a funny looking reinforcement beam model shown in the picture attached

Q3, Is there no automatic way in RSA to consider T and L beam using eurocode 2 formula since I have supplied RSA full 3d model from revit. the same also goes for specifying buckling coefficient for columns.