A symmetrical cross-section of a reinforced concrete shown has a value of f'c = 20.7 MPa and fy = 415 MPa. The concrete clear cover placed at the centroid of reinforcement is 62.5mm. Given As = 4375 mm2, As' = 1875 mm² & unit weight of concrete is 23.54 kN/m³. Use 0 = 0.90. Determine the superimposed uniform live load the beam could support, besides the weight of the concrete, the beam is freely supported with length of 10 m. 375 mm 100 mm 600 mm 100 mm

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A symmetrical cross-section of a reinforced concrete shown has a value of f'c = 20.7
MРа and fy
reinforcement is 62.5mm. Given As = 4375 mm2, As' = 1875 mm² & unit weight of
concrete is 23.54 kN/m³. Use 0 = 0.90. Determine the superimposed uniform live load
the beam could support, besides the weight of the concrete, the beam is freely
supported with length of 10 m.
= 415 MPa. The concrete clear cover placed at the centroid of
375 mm
100 mm
600 mm
100 mm
125 mm
Transcribed Image Text:A symmetrical cross-section of a reinforced concrete shown has a value of f'c = 20.7 MРа and fy reinforcement is 62.5mm. Given As = 4375 mm2, As' = 1875 mm² & unit weight of concrete is 23.54 kN/m³. Use 0 = 0.90. Determine the superimposed uniform live load the beam could support, besides the weight of the concrete, the beam is freely supported with length of 10 m. = 415 MPa. The concrete clear cover placed at the centroid of 375 mm 100 mm 600 mm 100 mm 125 mm
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