A. ^acybd2
B. ^acybd2
C. 0.185acybd2
D. 0.43acybd2
where acy is the cylinder compressive strength of concrete
A. 0.43 d
B. 0.537 d
C. 0.68 d
D. 0.85 d
where d is effective depth of beam[ES 2k]
A. 0.37 fy
B. 0.57 fy
C. 0.67 fy
D. 0.87 fy
where fy is the characteristic yield strength of steel
Select your answer based on the coding system given below :
A. Both A and R are true and R is the correct explanation of A.
B. Both A and R are true but R is not the correct explanation of A.
C. A is true but R is false.
D. A is false but R is true.
A. 0.03%
B. 0.1%
C. 0.3%
D. 3%
A. 1.5 and 2.2
B. 2.2 and 1.5
C. 1.5 and 1.5
D. 2.2 and 2.2
A. 0.367 xu
B. 0.416 xu
C. 0.446 xu
D. 0.573 xu
where xu is the depth of neutral axis at the limit state of collapse
A. 0.43 d
B. 0.55 d
C. 0.68 d
D. 0.85 d
A. 0.207 /
B. 0.293 /
C. 0.7071
D. 0.793 /
from the driving end of pile which rests on the ground
A. there will be no settlement of columns
B. there will be no differential settlement
C. the settlement of exterior columns will be more than interior columns
D. the settlement of interior columns will be more than exterior columns