A simply supported single span bridge is located in Toronto, Ontario and has a span of x$*.$It will be exposed to a dead load of $22$kN$/$m $($including self$-$weight$)$ and a live load of$12$kN$/$m$.$ At the same time, it will be experiencing a dead load of $20$kN and a live load of$5$kN at the center, as well as a dead load of $10$kN located at y$*$ from the right support. Thebeam has a rectangular cross$-$section with a width of $750$mm and a height of $1100$mm$.$The member has a stirrup of $15$M and $25$M tensions bars. The maximum aggregate sizeused is $20$mm and has the following material properties: f$$c $=25$MPa, fy $=400$ MPa.Design the beam and determine the effective depth and design summary where X$=15$ m and Y$=4$ m$.$