engineering recuitment OSSC Combined Technical Services (ଓଡିଶା) Mock Test 2023-24 Reinforced Concrete Structures Introduction
If p is the net downward pressure per unit area, the maximum negative bending moment near counterforts will be:
1
\(\dfrac{(pl^2)}{12}\)
2
\(\dfrac{(pl^2)}{24}\)
3
\(\dfrac{(pl^3)}{24}\)
4
\(\dfrac{(pl^4)}{8}\)