A $150mm$ thick continuous slab is carried on T$-$beams. The

overal depth of the beam is $500mm,$ and the breadth of the

web is $300mm.$ The beams are $5m$ span and are simply

supported $($Figure $4).$ The design data is given in Table $1.$

$($You may need to refer to the appendices$)$

Determine the utimate design moments and shear forces for

the beam shown in the figure, using the following information.

A uniformly distributed load from sel$-$weight of the slab and

beam is $24k\frac{N}{m}.$ Allowance for finishes on the slab can be

taken as $6k\frac{N}{m}.$ A uniformly distributed variable load on the

slab should be taken as $16kNm.$

Determine the necessary flexural reinforcement to withstand

the maximum developed bending moment. Assume the

diameter of main reinforcenent bars is $25mm$ and stirrups

$12mm.$

Determine the necessary shear reinforcement to withstand the

applied loasis. Assume uniform distribution of reinforcement.

Calculate the minimum shear links required and the spacing

between the links.

Provide neat sketches showing the reinforcenent details in a

cross $-$ section and along the length of the beam. Marks will be

given for the clear sketches of reinforcement arrangements in

cross$-$section and along the length.

Table $1$: