Civil Engineering > GATE 2023 SET-2 > Deflection of Beams
When a simply-supported elastic beam of span L and flexural rigidity El (E is the modulus of elasticity and l 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
Δ_0 = (5/384)(wL^4)/(EI)
. If the load on one half of the span is now removed, the mid-span deflection
Δ_0 = (5/384)(wL^4)/(EI)
. If the load on one half of the span is now removed, the mid-span deflection
Correct : c
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