Hello everyone!
Today, me and my co-trainee gagan tried to decode table 6.6 from chapter 6 from https://hsrai.gdy.club/hrb/DA/PDF/DA.pdf i.e,how to find bending moment while knowing spacing and diameter of main bar, per m in slab so for that firstly i need to go through basics of beam so i studied about neutral axis limiting moment and all. as slab is designed as singly reinforced beam with a only difference that slab is designed per meter width.
Ray's Blog 