2. 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 value of omega "w" is.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. 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 value of omega "w" is.
O 0.171
O 0.128
O 0.085
0.212
0.294
O 0.337
Transcribed Image Text:2. 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 value of omega "w" is. O 0.171 O 0.128 O 0.085 0.212 0.294 O 0.337
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3. 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. In checking whether steel yields or not, the
value of "fs" is__ _MPa.
1644.056
1302.491
1935.087
2402.455
O2735.802
O 3014.642
Other:
Transcribed Image Text:3. 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. In checking whether steel yields or not, the value of "fs" is__ _MPa. 1644.056 1302.491 1935.087 2402.455 O2735.802 O 3014.642 Other:
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