- A reinforced concrete beam has a width of 300 mm and an overall depth of 480 mm. The beam is simply supported over span of 5 m. Steel strength fy=415 MPa and concrete f'c = 29 MPa. Concrete cover is weigh from the weight of the beam, the beam carries a superimposed dead load of 18 kN/m and a live load of 14 kN/m. Using NSCP 2010. a) Determine the maximum factored moment on the beam b) If the design ultimate moment capacity of the beam is 280 kN-m, determine the required number of 20 mm tension bars.

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Chapter2: Loads On Structures
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Reinforced concrete design plz answer the a and b with complete solutions.. thank you
A reinforced concrete beam has a width of 300 mm and an overall depth of 480 mm. The beam is simply
supported over span of 5 m. Steel strength fy=415 MPa and concrete f'c- 29 MPa. Concrete cover is
weight of the beam, the beam carries a superimposed dead load of 18 kN/m and a live
load of 14 kN/m. Using NSCP 2010.
a) Determine the maximum factored moment on the beam
b) If the design ultimate moment capacity of the beam is 280 kN-m, determine the
required number of 20 mm tension bars.
Transcribed Image Text:A reinforced concrete beam has a width of 300 mm and an overall depth of 480 mm. The beam is simply supported over span of 5 m. Steel strength fy=415 MPa and concrete f'c- 29 MPa. Concrete cover is weight of the beam, the beam carries a superimposed dead load of 18 kN/m and a live load of 14 kN/m. Using NSCP 2010. a) Determine the maximum factored moment on the beam b) If the design ultimate moment capacity of the beam is 280 kN-m, determine the required number of 20 mm tension bars.
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