With reference to figure $1.$ Using standard equations calculate the: $($self$-$weight of the beam included in UDL$)$

a$)$ Reactions

$[6]$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

$q,$

b$)$ Shear force diagram

$4$