Question $4$

$($a$)$ The solid concrete floor shown in Figure Q$4$a spans between brick walls. It is

reinforced with $16mm$ diameter high yield steel bars $(f_{yk}=500\frac{N}{m}{m}^2)$ at $150mm$

centres placed at an effective depth of $127mm.$ Calculate the maximum uniformly

distributed imposed load the floor can support. Assume the slab has an overall depth

of $160mm$ and is made of class C$30/35$ concrete.

Figure Q$4$a

This is a sample past examination paper not an actual live exam. My exam is in $2$ weeks, dissapointed if this gets taken down again