A 6-meter simply supported beam carries a total uniform factored load of 30kN/m distributed throughout the section. The beam has a dimension of 300mm x 650mm with an effective depth of 500mm. Design the transverse reinforcements of the beam against shear. Draw the details of the reinforcement. The beam is longitudinally reinforced with 4-25mm bar diameter on the tension side and 2-25mm bar diameter on the compression side. Assume fy = 400MPa, fyt = 286 MPa and f’c = 21 MPa. List all of the design's assumptions.
A 6-meter simply supported beam carries a total uniform factored load of 30kN/m distributed throughout the section. The beam has a dimension of 300mm x 650mm with an effective depth of 500mm. Design the transverse reinforcements of the beam against shear. Draw the details of the reinforcement. The beam is longitudinally reinforced with 4-25mm bar diameter on the tension side and 2-25mm bar diameter on the compression side. Assume fy = 400MPa, fyt = 286 MPa and f’c = 21 MPa. List all of the design's assumptions.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6-meter simply supported beam carries a total uniform factored load of 30kN/m distributed throughout
the section. The beam has a dimension of 300mm x 650mm with an effective depth of 500mm. Design
the transverse reinforcements of the beam against shear. Draw the details of the reinforcement. The
beam is longitudinally reinforced with 4-25mm bar diameter on the tension side and 2-25mm bar
diameter on the compression side. Assume fy = 400MPa, fyt = 286 MPa and f’c = 21 MPa. List all of the design's assumptions.
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