Dear Members I am working on a project site where Column Reinforcement is as shown in the file.  The Columns (C6 to C20) are going from +12'-0" to +48'-0" un-braced and without any slab at intermediate levels. The slab is at +12'0" and +48'0" level. The Reinf is changing and larger dia bars are provided on top. I want to ask that is it alright and what is the possible explanation of changing the number and dia of bars in-between ? Regards Column Reinf 1.pdf