1. 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 maximum steel ratio is . 0.0128 0.0096 0.0278 0.0371 0.0167 0.0224

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. 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 maximum steel ratio is.
0.0128
0.0096
0.0278
0.0371
0.0167
0.0224
Transcribed Image Text:1. 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 maximum steel ratio is. 0.0128 0.0096 0.0278 0.0371 0.0167 0.0224
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4. 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 moment capacity of the beam is
KN-m.
151.561
98.078
122.488
179.403
233.723
206.369
Transcribed Image Text:4. 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 moment capacity of the beam is KN-m. 151.561 98.078 122.488 179.403 233.723 206.369
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