depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm diameter bars for tension. fc' = 21MPa and fs = 140MPa. 6. Determine the distance of the neutral axis to the tension steel. A. 246.33 B. 246.81 7. Determine the cracked moment of inertia. C. 4668.16 D. 5103.74 A. 3357.77 B. 9586.51 C. 103.22 D. 257.22 8. Determine the moment capacity of the section C. 178.15 A. 187.51 B. 231.61 D. 145.54 9. Determine the uniform liveload it could carry if L = 5m and assume to be simply supported. A. 60.0 B. 55.4 C. 58.6 D. 62.3

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION: A reinforced concrete beam 300mm wide has an effective
depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm
diameter bars for tension. fc' = 21MPa and fs = 140MPa.
6. Determine the distance of the neutral axis to the tension steel.
A. 246.33
C. 103.22
B. 246.81
D. 257.22
7. Determine the cracked moment of inertia.
C. 4668.16
A. 3357.77
B. 9586.51
D. 5103.74
8. Determine the moment capacity of the section
C. 178.15
A. 187.51
B. 231.61
D. 145.54
9. Determine the uniform liveload it could carry if L = 5m and
assume to be simply supported.
A. 60.0
B. 55.4
C. 58.6
D. 62.3
Transcribed Image Text:SITUATION: A reinforced concrete beam 300mm wide has an effective depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm diameter bars for tension. fc' = 21MPa and fs = 140MPa. 6. Determine the distance of the neutral axis to the tension steel. A. 246.33 C. 103.22 B. 246.81 D. 257.22 7. Determine the cracked moment of inertia. C. 4668.16 A. 3357.77 B. 9586.51 D. 5103.74 8. Determine the moment capacity of the section C. 178.15 A. 187.51 B. 231.61 D. 145.54 9. Determine the uniform liveload it could carry if L = 5m and assume to be simply supported. A. 60.0 B. 55.4 C. 58.6 D. 62.3
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