Civil Engineering MCQs

A. About 0.1 n/mm2
B. Zero
C. 0.3 n/mm2 to 0.7 n/mm2
D. About 1.0 n/mm2

A. Increasing the depth
B. Providing shear reinforcement
C. Using high strength steel
D. Using thinner bars but more in number

A. Compressive stress
B. Shear stress
C. Bond stress
D. Tensile stress

A. 0.15% to 2%
B. 0.8% to 4%
C. 0.8% to 6%
D. 0.8% to 8%

A. 15 mm
B. 20 mm
C. 25 mm
D. 50mm

A. 2
B. 4
C. 6
D. 8

A. More than or equal to one fourth of diameter of main bar
B. More than or equal to 5 mm
C. More than 5 mm but less than one-fourth of diameter of main bar
D. More than 5 mm and also more than one-fourth of diameter of main bar

A. 6 mm
B. 8 mm
C. 12 mm
D. 16 mm

A. 1.5
B. 2.0
C. 2.5
D. 3.0

A. 5% less
B. 10% less
C. 5% more
D. 10% more