A. 8 cm
B. 6 m
C. 8 m
D. 10 m
RCC Structures Design
RCC Structures Design
A. mc/t = (d – n)/n
B. t/mc = (d – n)/n
C. t/mc = (d + n)/n
D. mc/t = n/ (d – n)
A. Shear force/(Leaver arm × Total perimeter of reinforcement)
B. Total perimeter of reinforcement/(Leaver arm × Shear force)
C. Leaver arm/(Shear force × Total perimeter of reinforcement)
D. Leaver arm/(Bending moment × Total perimeter of reinforcement)
A. 1.0
B. 1.25
C. 1.5
D. 2.0
A. 2200 kg/m3
B. 2300 kg/m3
C. 2400 kg/m3
D. 2500 kg/m3
A. WR²/16
B. 2WR²/16
C. 3WR²/16
D. Zero
A. 6 legged
B. 8 legged
C. 10 legged
D. 12 legged
A. (Area of the column A × Safe punching stress)/Load on column A
B. (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)
C. (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)
D. None of these
A. 6 mm
B. 8 mm
C. 10 mm
D. 12 mm
A. 300 cm
B. 233 cm
C. 176 cm
D. 236 cm