The maximum deflection for a fixed beam is much smaller than for a simply supported beam under the same load.
- Fixed Beam, Center Load: $\delta_{max} = \frac{PL^3}{192EI}$
- SS Beam, Center Load: $\delta_{max} = \frac{PL^3}{48EI}$
The fixed beam is $192/48 = 4$ times stiffer.