You only said the construction area, you didn't even say the tonnage of the iron. That way no one can help Share your project if it's not private. Classically - check the loads, correct if there is excess load - if you have given the wall load to the beams, also cancel one if you have drawn on the wall - determine the R coefficient according to the curtain ratio - if there is an unnecessary large column and it works with minimum reinforcement, reduce the column