A. higher compressive strength of con-crete
B. lower compressive strength of concrete
C. higher tensile strength of steel
D. lower tensile strength of steel
A. 20 m
B. 30 m
C. 45 m
D. 60 m
A. increased by 10% for bars in compression
B. increased by 25% for bars in compression
C. decreased by 10% for bars in compression
D. decreased by 25% for bars in compression
A. effective depth of slab from periphery of column/drop panel
B. d/2 from periphery of column/capital/ drop panel
C. at the drop panel of slab
D. at the periphery of column
A. 0
B. 10
C. 20
D. 30
A. less than 1
B. between 1 and 1.5
C. between 1.5 and 2
D. greater than 2
A. 100 mm
B. 150 mm
C. 200 mm
D. 250 mm
A. 50 mm
B. 100 mm
C. 150 mm
D. 200 mm
A. 1.5
B. 2.0
C. 2.5
D. 3.0
A. the least lateral dimension of the member
B. sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
C. forty-eight times the diameter of transverse reinforcement
D. lesser of the above three values