edge of the beam. The upper slab carries a superimposed dead load oad of 2 kPa. Then the beam centerline carries a uniformly distribute d load of 12 kN/m and a live load of 8 kN/m. Using an f'c = 28 MPa a MPa. Design a single layer singly reinforced beam and its shear reint

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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REINFORCED CONCRETE DESIGN

DESIGN OF SHEAR REINFORCEMENT

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.
Transcribed Image 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.
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