An RCC simply supported beam of rectangular $($cross$-$section $200$ mm x $400$ mm

with $3,25$ mm dia reinforcement and effective depth$=350$ mm$)$ of $8$m span is

subjected to a u$.$d$.]$ load w kN$/$m throughout the span. Determine MOR using the

transformed section method and the safe load$-$carrying capacity of the beam if

the allowable stress in'concrete $$nd steel bending is S and $140$N$/$mm

respectiveiy, What would be the reinforcements if tota