A reinforced concrete beam is 250 mm wide with an effective depth of 400 mm. Use f'c= 21 MPa and fy = 275 MPa. The section is reinforced with 4 - $25mm bars. U = 1.2D + 1.6L. a. Compute for the nominal flexural strength. b. Calculate the design flexural strength of the section. c. Calculate the safe service live load moment if the service moment from total dead load is 96 kN-m. d. If the beam is 5m long with a moment from total dead load of 96 kN-m, find the maximum moving concentrated service live load that can be supported by the beam.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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A reinforced concrete beam is 250 mm wide with an effective depth of 400 mm. Use f'c= 21
MPa and fy = 275 MPa. The section is reinforced with 4 - $25mm bars. U = 1.2D + 1.6L.
a. Compute for the nominal flexural strength.
b. Calculate the design flexural strength of the section.
c. Calculate the safe service live load moment if the service moment from total dead
load is 96 kN-m.
d. If the beam is 5m long with a moment from total dead load of 96 kN-m, find the
maximum moving concentrated service live load that can be supported by the beam.
Transcribed Image Text:A reinforced concrete beam is 250 mm wide with an effective depth of 400 mm. Use f'c= 21 MPa and fy = 275 MPa. The section is reinforced with 4 - $25mm bars. U = 1.2D + 1.6L. a. Compute for the nominal flexural strength. b. Calculate the design flexural strength of the section. c. Calculate the safe service live load moment if the service moment from total dead load is 96 kN-m. d. If the beam is 5m long with a moment from total dead load of 96 kN-m, find the maximum moving concentrated service live load that can be supported by the beam.
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