A reinforced concrete beam has a width of 300 mm and an effective depth of 450 mm. The beam is reinforced with 6-32 mmØ bars at the bottom and 2-28 mmØ bars at 65 mm from the top. Use fc' = 34.5 MPa and fy = 345 MPa. Assume that the contribution of the compression steel may not be neglected and that the compression steel yields. 1. Which of the following gives the balanced steel ratio? B. 0.0489 D. 0.0597 2. Which of the following gives the depth of compression stress block? B. 140.94 mm D. 388.91 mm 3. Which of the following gives the nominal moment capacity of the beam? B. 398.4 kN-m A. 634.16 kN-m D. 713.4 kN-m C. 568.2 kN-m A. 0.0441 C. 0.0531 A. 127.58 mm C. 177.35 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A reinforced concrete beam has a width of 300 mm and an effective depth of
ol
FOMBI
450 mm. The beam is reinforced with 6- 32 mmØ bars at the bottom and 2-28
mmØ bars at 65 mm from the top. Use fc' = 34.5 MPa and fy = 345 MPa.
Assume that the contribution of the compression steel may not be neglected and
that the compression steel yields.
1. Which of the following gives the balanced steel ratio?
B. 0.0489
D. 0.0597
2. Which of the following gives the depth of compression stress block?
B. 140.94 mm
D. 388.91 mm
3. Which of the following gives the nominal moment capacity of the beam?
B. 398.4 kN-m
A. 634.16 kN-m
D. 713.4 kN-m
C. 568.2 kN-m
A. 0.0441
C. 0.0531
A. 127.58 mm
C. 177.35 mm
Transcribed Image Text:A reinforced concrete beam has a width of 300 mm and an effective depth of ol FOMBI 450 mm. The beam is reinforced with 6- 32 mmØ bars at the bottom and 2-28 mmØ bars at 65 mm from the top. Use fc' = 34.5 MPa and fy = 345 MPa. Assume that the contribution of the compression steel may not be neglected and that the compression steel yields. 1. Which of the following gives the balanced steel ratio? B. 0.0489 D. 0.0597 2. Which of the following gives the depth of compression stress block? B. 140.94 mm D. 388.91 mm 3. Which of the following gives the nominal moment capacity of the beam? B. 398.4 kN-m A. 634.16 kN-m D. 713.4 kN-m C. 568.2 kN-m A. 0.0441 C. 0.0531 A. 127.58 mm C. 177.35 mm
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