REINFORCED CONCRETE DESIGN
DESIGN OF SHEAR REINFORCEMENT
Extracted text: A weathered beam with a span of 8 m supports a monolithic slab cantilevering 1.3 m from the edge of the beam. The upper slab carries a superimposed dead load of 2.2 kPa and a live load of 2 kPa. Then the beam centerline carries a uniformly distributed superimposed dead load of 12 kN/m and a live load of 8 kN/m. Using an f'c = 28 MPa and an fy = 415 MPa. Design a single layer singly reinforced beam and its shear reinforcement. The thickness of the slab is 120 mm and the columns supporting the beam has a dimension of 350 mm by 350 mm.