A reinforced concrete beam has a width of 300 mm and an overall depth of 480 mm. The beam is simply supported over a span of 5 m Steel strength fy = 415 MPa, and concrete strength fc= 28 MPa. Concrete cover is 70 mm from the centroid of the steel area. Únit weight of concrete is 23.5 kŇ/m^3. Other than the weight of the beam, the beam carries a superimposed dead load of 18 kN/m and a live load of 14 kN/m. Use the strength design method. 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 mumber of 20 mm tension bars. c) If the beam will carnry a factored load of 240 kN at midspan, determine the required mumber of 20 mm tension bars.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A reinforced concrete beam has a width of 300 mm and an overall depth of 480 mm. The beam is simply
supported over a span of 5 m Steel strength fy = 415 MPa, and concrete strength fc= 28 MPa. Concrete cover
is 70 mm from the centroid of the steel area. Únit weight of concrete is 23.5 kŇ/m^3. Other than the weight of
the beam, the beam carries a superimposed dead load of 18 kN/m and a live load of 14 kN/m. Use the strength
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 nunber of 20 mm
tension bars.
c) If the beam will cary a factored load of 240 kN at midspan, determine the required mumber 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 a span of 5 m Steel strength fy = 415 MPa, and concrete strength fc= 28 MPa. Concrete cover is 70 mm from the centroid of the steel area. Únit weight of concrete is 23.5 kŇ/m^3. Other than the weight of the beam, the beam carries a superimposed dead load of 18 kN/m and a live load of 14 kN/m. Use the strength 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 nunber of 20 mm tension bars. c) If the beam will cary a factored load of 240 kN at midspan, determine the required mumber of 20 mm tension bars.
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