Civil Engineering MCQs

A. Straight below centroidal axis
B. Parabolic with convexity downward
C. Parabolic with convexity upward
D. Straight above centroidal axis

A. 8hp/ l
B. 8hp/l²
C. 8hl/p
D. 8hl/p²

A. 200 cm
B. 300 cm
C. 150 cm
D. 100 cm

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

A. Stainless
B. Mild steel
C. High carbon steel
D. High tension steel

A. A transverse plane section remains a plane after bending
B. During deformation limits, hook’s law is equally applicable to concrete as well as to steel
C. Variation of stress in reinforcement due to changes in external loading is negligible
D. All the above

A. (5/6) (r/1 + r²) m
B. (5/6) (r²/1 + r²) m
C. (5/6) (r²/1 + r3) m
D. (5/6) (r²/1 + r4) m

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

A. Bn (fc/2) (d – n/3)
B. Atft (d – n/3)
C. ½ n1 (1 – n1/3) cbd²
D. All the above

A. Flange has adequate reinforcement transverse to beam
B. It is built integrally with the beam
C. It is effectively bonded together with the beam
D. All the above