engineering recuitment RPSC AEn Mock Test 2024 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
\(\dfrac{(pl^4)}{8}\)
5
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