Simply supported in both ends - Point load on two cantilevered extension

Table 10 Simply supported in both ends Point load on two cantilevered extension
$M_{A}$	$= M_{B} = - P \cdot c$
$u (x=0)$	$= u (L + 2 c) = \frac{P \cdot c^{2}}{E \cdot I} \cdot (\frac{c}{3} + \frac{L}{2})$
$u_{MID}$	$= u (\frac{L}{2} + c) = - \frac{P \cdot L^{2} \cdot c}{8 \cdot E \cdot I}$
$γ_{P}$	$= γ (x = 0) = - \frac{P \cdot c \cdot (L + c)}{2 \cdot E \cdot I}$
$γ_{A}$	$= - γ_{B} = - \frac{P \cdot c \cdot L}{2 \cdot E \cdot I}$
$R_{A}$	$= R_{B} = P$

Table 10 Simply supported in both endsPoint load on two cantilevered extension