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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject : Reinforced Concrete Design
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5bde42c8-b6bf-4c24-a2cd-7b5c789d9f74%2F50c79918-3f35-4659-a3a6-24e765e937eb%2Fe6ledlgh_processed.jpeg&w=3840&q=75)
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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