A. wh [(1 – )/(1 + sin )]
B. wh² [(1 – )/(1 + sin )]
C. wh² [(1 – )/2(1 + sin )]
D. wh² [(1 – )/3(1 + sin )]
RCC Structures Design
RCC Structures Design
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
A. bn (fc/2) (d – n/3)
B. Atft (d – n/3)
C. ½ n1 (1 – n1/3) cbd²
D. All the above
A. 10 %
B. 15 %
C. 20 %
D. 25 %
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. 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. Stainless
B. Mild steel
C. High carbon steel
D. High tension steel
A. 10
B. 15
C. 20
D. 25
A. 200 cm
B. 300 cm
C. 150 cm
D. 100 cm
A. 8hp/ l
B. 8hp/l²
C. 8hl/p
D. 8hl/p²