A singly reinforced rectangular beam is to be designed, with effective depth approximately 1.5 times the width, to carry a service live load of 21.9 kN/m in addition to total service dead load of 3.6 kN/m on a 7.3 m simple span. Material properties are fy = 415 MPa and f’c = 27.6 MPa. Consider bar centroid of 60 mm from the edge of the beam. Determine the required gross depth of the beam if ρ = 0.6ρmax. (Rounded off value)
A singly reinforced rectangular beam is to be designed, with effective depth approximately 1.5 times the width, to carry a service live load of 21.9 kN/m in addition to total service dead load of 3.6 kN/m on a 7.3 m simple span. Material properties are fy = 415 MPa and f’c = 27.6 MPa. Consider bar centroid of 60 mm from the edge of the beam. Determine the required gross depth of the beam if ρ = 0.6ρmax. (Rounded off value)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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in Reinforced Concrete Design:
A singly reinforced rectangular beam is to be designed, with effective depth approximately 1.5 times the width, to carry a service live load of 21.9 kN/m in addition to total service dead load of 3.6 kN/m on a 7.3 m simple span. Material properties are fy = 415 MPa and f’c = 27.6 MPa. Consider bar centroid of 60 mm from the edge of the beam. Determine the required gross depth of the beam if ρ = 0.6ρmax. (Rounded off value)
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