PHbeam with a span of 7.2 m between supports has an overhanging extended part of 2.4 m on one side only.
The beam carries a uniform dead load of 30 kN/m (including its own weight) and a uniform live load of 18
kN/m. Design the smallest singly reinforced section to be used for the entire beam. Select steel for positive
and negative moments. Use f’c = 28 MPa and fy = 420 MPa.
The beam carries a uniform dead load of 30 kN/m (including its own weight) and a uniform live load of 18
kN/m. Design the smallest singly reinforced section to be used for the entire beam. Select steel for positive
and negative moments. Use f’c = 28 MPa and fy = 420 MPa.