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, an fy = 415 MPa and an fyt = 276 MPa. Design a single layer singly reinforced beam and check for its shear and torsion. The thickness of the slab is 120 mm and the columns supporting the beam has a dimension of 350 mm by 350 mm. (Use Ø25mm main reinforcement and Ø10 mm stirrups.)
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, an fy = 415 MPa and an fyt = 276 MPa. Design a single layer singly reinforced beam and check for its shear and torsion. The thickness of the slab is 120 mm and the columns supporting the beam has a dimension of 350 mm by 350 mm. (Use Ø25mm main reinforcement and Ø10 mm stirrups.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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REINFORCED CONCRETE DESIGN
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, an fy = 415 MPa and an fyt = 276 MPa. Design a single layer singly
reinforced beam and check for its shear and torsion. The thickness of the slab is 120
mm and the columns supporting the beam has a dimension of 350 mm by 350 mm.
(Use Ø25mm main reinforcement and Ø10 mm stirrups.)
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