SITUATION II: A reinforced concrete beam has a width of 400mm and an effective depth of 900mm. The longitudinal bars at compression side are 4-25mm dia. and 2 layers of 4-32mm dia. at tension side. Concrete strength f'c=27.60 MPa and fy=420. 4) Calculate the Transformed moment of Inertia. 5) Calculate the moment capacity of the section. 6) Calculate for the safest uniform load that can carry by the beam if ihas a length of 10m.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SITUATION II: A reinforced concrete beam has a width of 400mm and an effective
depth of 900mm. The longitudinal bars at compression side are 4-25mm dia. and 2
layers of 4-32mm dia. at tension side. Concrete strength fc=27.60 MPa and fy=420.
4) Calculate the Transformed moment of Inertia.
5) Calculate the moment capacity of the section.
6) Calculate for the safest uniform load that can carry by the beam if ihas a length
of 10m.
Transcribed Image Text:SITUATION II: A reinforced concrete beam has a width of 400mm and an effective depth of 900mm. The longitudinal bars at compression side are 4-25mm dia. and 2 layers of 4-32mm dia. at tension side. Concrete strength fc=27.60 MPa and fy=420. 4) Calculate the Transformed moment of Inertia. 5) Calculate the moment capacity of the section. 6) Calculate for the safest uniform load that can carry by the beam if ihas a length of 10m.
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