a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa. A prismatic beam having 250 mm x 500 mm is reinforced for flexure at the bottom with 4-ϕ16 mm with an effective depth of 420 mm. It is simply supported over a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa. Determine the resulting depth of the uniform rectangular stress block
a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa. A prismatic beam having 250 mm x 500 mm is reinforced for flexure at the bottom with 4-ϕ16 mm with an effective depth of 420 mm. It is simply supported over a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa. Determine the resulting depth of the uniform rectangular stress block
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Qsn. A prismatic beam having 250 mm x 500 mm is reinforced for flexure at the bottom with 4-ϕ16 mm with an effective depth of 420 mm. It is simply supported over a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa.
A prismatic beam having 250 mm x 500 mm is reinforced for flexure at the bottom with 4-ϕ16 mm with an effective depth of 420 mm. It is simply supported over a span of 6 m and designed to support uniformly distributed load over the entire span. Concrete weighs 24 kN/m3, Concrete strength f’c = 24 MPa and rebar strength fy = 280 MPa.
- Determine the resulting depth of the uniform rectangular stress block in mm when the beam section reaches utlimate stage. (A to D)
- Determine the factored uniform load in kN/m the beam can sustain in addition to its factored self weight. (I to L)
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