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Maximum deflection in a beam of span l supported freely at both ends due to central load P at middle with Young’s modulus E and moment of inertia I is
$$\frac{Pl^3}{64} EI$$
$$\frac{Pl^3}{32} EI$$
$$\frac{Pl^3}{48} EI$$
$$\frac{Pl^3}{96} EI$$
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