If L is the span of a simply supported beam having uniformly distributed load 'w per unit length' over the right half of the span, what will be the deflection at the mid-span?
(where E = Young's modulus of elasticity and I = second moment of area of beam cross-section)
1
\(\frac{5 w L^4}{786 E 1}\)
2
\(\frac{5 w L^4}{384 E 1}\)
3
\(\frac{5 w L^4}{768 E 1}\)
4
\(\frac{5 w L^5}{768 E 1}\)