Civil Engineering MCQs

A. 10 mm
B. 15 mm
C. 20 mm
D. 25 mm

A. 300 cm
B. 233 cm
C. 176 cm
D. 236 cm

A. 6 mm
B. 8 mm
C. 10 mm
D. 12 mm

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 legged
B. 8 legged
C. 10 legged
D. 12 legged

A. Wr²/16
B. 2wr²/16
C. 3wr²/16
D. Zero

A. 2200 kg/m3
B. 2300 kg/m3
C. 2400 kg/m3
D. 2500 kg/m3

A. 1.0
B. 1.25
C. 1.5
D. 2.0

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. Mc/t = (d – n)/n
B. T/mc = (d – n)/n
C. T/mc = (d + n)/n
D. Mc/t = n/ (d – n)