Deflection for center load = WL^3/48EI.

Deflection for udl load = 5WL^3/384EI.

Ratio of both load = 8/5.

Deflection for center load = WL^3/48EI.

Deflection for udl load = 5WL^3/384EI.

Ratio of both load = 8/5.

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