GATE Civil Engineering (CE) 2023 Shift 2 Solved Paper

When a simply-supported elastic beam of span L and flexural rigidity EI (E is the modulus of elasticity and I is the moment of inertia of the section) is loaded with a uniformly distributed load w per unit length, the deflection at the mid-span is
${∆}_0=\frac{5}{384}\frac{\mathit{w}{\mathit{L}}^4}{\mathit{E}\mathit{l}}$
If the load on one half of the span is now removed, the mid-span deflection _______.