Simply supported in both ends - Bending moment both ends

Table 3 Simply supported in both ends Bending moment both ends
$u (x)$	$= \frac{M \cdot x}{2 \cdot E \cdot I} \cdot (L - x)$
$u_{M A X}$	$= \frac{M \cdot L^{2}}{8 \cdot E \cdot I}$
$γ_{A}$	$= \frac{M \cdot L}{2 \cdot E \cdot I}$
$γ_{B}$	$= - \frac{M \cdot L}{2 \cdot E \cdot I}$
$R_{A}$	= 0
$R_{B}$	= 0

Table 3Simply supported in both ends Bending moment both ends