SITUATION 31. A reinforced concrete beam with b xh = 400 mm x 500 mm is to be reinforced with 32 mmø longitudinal bars and 12 mm ties. It is to resist the following service moments: DL = 200 kN-m; LL = 170 kN-m. Clear concrete cover = 40 mm; fc = 28 MPa and steel, fy = 415 MPa. Use 2010 NSCP. 93. When reinforced for tension only, compute the maximum steel ratio, Pmax, where strength reduction factor, Ø = 0.9 will still apply. a. 0.0176 b. 0.0183 c. 0.0198 d. 0.0216 94. Calculate the required area of tension steel(mm?). с. 3550 d. 3780 95. Determine the area of compression steel (mm²) required. с. 1260 d. 1600 а. 3100 b. 3330 а. О b. 790

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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93) 0.0183

94) 3780

95) 790

SITUATION 31.
A reinforced concrete beam with b xh = 400 mm x 500 mm is to be reinforced with 32 mmø longitudinal
bars and 12 mm ties. It is to resist the following service moments: DL = 200 kN-m; LL = 170 kN m.
Clear concrete cover = 40 mm; f'c = 28 MPa and steel, fy = 415 MPa. Use 2010 NSCP.
93. When reinforced for tension only, compute the maximum steel ratio, Pmax, where strength
reduction factor, Ø = 0.9 will still apply.
a. 0.0176
b. 0.0183
c. 0.0198
d. 0.0216
94. Calculate the required area of tension steel(mm?).
с. 3550
d. 3780
а. 3100
b. 3330
95. Determine the area of compression steel (mm?) required.
c. 1260
a. 0
b. 790
d. 1600
Transcribed Image Text:SITUATION 31. A reinforced concrete beam with b xh = 400 mm x 500 mm is to be reinforced with 32 mmø longitudinal bars and 12 mm ties. It is to resist the following service moments: DL = 200 kN-m; LL = 170 kN m. Clear concrete cover = 40 mm; f'c = 28 MPa and steel, fy = 415 MPa. Use 2010 NSCP. 93. When reinforced for tension only, compute the maximum steel ratio, Pmax, where strength reduction factor, Ø = 0.9 will still apply. a. 0.0176 b. 0.0183 c. 0.0198 d. 0.0216 94. Calculate the required area of tension steel(mm?). с. 3550 d. 3780 а. 3100 b. 3330 95. Determine the area of compression steel (mm?) required. c. 1260 a. 0 b. 790 d. 1600
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