Q $1.$ Design a singly reinforced concrete beam section of width

$230$ mm with Fe $500$ steel and M$30$ concrete. The beam is

simply supported on two end supports in the form of masonry

walls of $240$ mm width and the clear distance between the

walls is $8$ m $.$ The beam receives a dead load of $4k\frac{N}{m}$ and a

live load of $8k\frac{N}{m}.$ Use stirrups of $8$ mm diameter.

Note: Present a detailed summary after the design, such as

the following, and make a clean section diagram with

sufficient information for manufacturing$/$construction of

beam.