Q$-1)$ Using tlastic curve theory for the simply supported beam system under given loading condition, $($a$)$ Drive the equations of the elastic curve for the deformation and rotation, $(10$p$)($b$)$ calculate the value of the rotation at point $B$ and vertical displacement at point $B(5p)(c)$ Calculate value of the rotation at point $C(5p).($Given that; $EI=$ constant$)$

S$-1)$ Verilen y$$k $$artlan$$nda $($a$)$ Ta$$y$$c$$ sistemin deplasman ve d$$nmesini veren elastik e$$ri denklemlerini $($integral sabitlerinin de$$erlerini bularak ve denklemlerde yerlerine yazarak$)$kar$$n$$z$.($b$)$ B noktas$$ndaki d$$nme ve yer de$$i$$tirme de$$erlerini bulunuz. $(5$p$)$; $($c$)$ C'deki d$$nme de$$erini hesaplay$$n$$z $(5$p$).($EI$=$sabit al$$n$$z$)$

$T{\displaystyle \underset{?}{\overset{?}{}}}{M}_A=0$

$-(1005)$