5. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0. 680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The ultimate load that the beam can carry is KN-m. 12.905 O 15,942 20.541 24.038 29.473 33.681

Structural Analysis
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Chapter2: Loads On Structures
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5. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension
only with 3-25 mm bars. The beam is simply supported over a span of 6 m and
carries a uniform dead load of 0.680 KN/m including its own weight. Use
fy-276.50 MPa and fc'=20.70 MPa. The ultimate load that the beam can carry is
_KN-m.
12.905
O 15.942
O 20.541
O24.038
O29.473
33.681
Transcribed Image Text:5. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0.680 KN/m including its own weight. Use fy-276.50 MPa and fc'=20.70 MPa. The ultimate load that the beam can carry is _KN-m. 12.905 O 15.942 O 20.541 O24.038 O29.473 33.681
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