Total design load along: The absolute sum of ve and +ve moment in a panel along: (i) Negative and Positive Design Moments: The negative design moment shall be at the fac e of rectangular supports, circular supports being treated as square supports having the same 31.4.5.1 Columns built integrally with the slab system area. Shall be designed to-resist moments arising from loads. In an interior span, the total design moment 0 M shall be distributed in the following proportions: Negative design moment 0.65 Positive design moment 0.35 In an end span, the total design moment 0 M shall be distributed in the following proportions: Interior negative design moment:
1 0.10 0.75 1 c Positive design moment: 1 0.28 0.63 1 c 12 Longer span Shorter span l =5.448 m , l =5.6 m n 2 W w l l 2 n W 15.455.65.448 471.36K N l =4.44 m , l =6.6 m n 2 W w l l 2 n W 1 5 .4 5 6 .6 4 .4 4 4 5 2 .7 4K N Longer span Shorter span l =5.448 m , l =5.6 m n 2 W l 4 7 1 .3 6 5 .4 4 8 M n 0 8 8 M 3 2 0 . 9 9 K N m 0 l =4.44 m , l =6.6 m n 2 W l 4 5 2 .7 4 4 .4 4 M n 0 8 8 M 2 5 1 . 2 K N m 0