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

Table 9 Simply supported in both ends Point load on one cantilevered extension
$M (x)$	$= \frac{P c \cdot x}{L}$	for $x < L$
$u (x)$	$= \frac{P \cdot c \cdot L \cdot x}{6 \cdot E \cdot I} (1 - \frac{x^{2}}{L^{2}})$	for $x \leq L$
$u (L+c)$	$= \frac{P \cdot c^{2}}{3 \cdot E \cdot I} (L + c)$
$u_{MAX}$	$= \frac{P \cdot c^{2} \cdot L^{2}}{9 \cdot \sqrt{3} \cdot E \cdot I}$	for x = 0.577 L
$γ_{A}$	$= - \frac{P \cdot c \cdot L}{6 \cdot E \cdot I}$
$γ_{B}$	$= \frac{P \cdot c \cdot L}{6 \cdot E \cdot I}$
$R_{A}$	$= \frac{P \cdot c}{L} = \frac{M_{B}}{L}$
$R_{B}$	$= - \frac{P \cdot (L + c)}{L}$

Table 9Simply supported in both endsPoint load on one cantilevered extension