Consider a propped beam ABC, with fixed support at A, roller support at B (located 7.4 m from A), and free end at C (located 1.0 m from B). The beam has a rectangular section with width of 300 mm and total depth of 600 mm. The beam supports a service uniform dead load of 18.6 kN/m (excluding beam weight) and service uniform live load of 15.0 kN/m. The beam is to be designed as a singly reinforced RC beam with f'c = 27.2 MPa and fy = 420 MPa. (a) Determine the maximum factored positive bending moment to be used for the design of the said beam.
Consider a propped beam ABC, with fixed support at A, roller support at B (located 7.4 m from A), and free end at C (located 1.0 m from B). The beam has a rectangular section with width of 300 mm and total depth of 600 mm. The beam supports a service uniform dead load of 18.6 kN/m (excluding beam weight) and service uniform live load of 15.0 kN/m. The beam is to be designed as a singly reinforced RC beam with f'c = 27.2 MPa and fy = 420 MPa. (a) Determine the maximum factored positive bending moment to be used for the design of the said beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a propped beam ABC, with fixed support at A, roller support at B (located 7.4 m from A), and free end at C (located 1.0 m from B). The beam has a rectangular section with width of 300 mm and total depth of 600 mm. The beam supports a service uniform dead load of 18.6 kN/m (excluding beam weight) and service uniform live load of 15.0 kN/m. The beam is to be designed as a singly reinforced RC beam with f'c = 27.2 MPa and fy = 420 MPa.
(a) Determine the maximum factored positive bending moment to be used for the design of the said beam.
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