For a fixed beam of span 'L', carrying uniformly distributed load 'w' on the entire span, the bending moment at the mid span will be:

1
\(\dfrac{wL^2}{8}\) sagging
2
\(\dfrac{wL^2}{12}\) sagging
3
\(\dfrac{wL^2}{12}\) hogging
4
\(\dfrac{wL^2}{24}\) sagging

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