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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ANSWER KEY:
93) 0.0183
94) 3780
95) 790
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