Category: RCC Structures Design

A. [(p – p p p to the principal plane carrying the principal stress p1, is:
sin 2
B. [(p – p p p cos 2
C. [(p p p – p cos 2
D. [(p p p – p /2] sin 2

A. 1/15th of span
B. 1/20th of span
C. 1/25th of span
D. 1/30th of span

A. Fixed end
B. Free end
C. Mid span
D. Mid span and fixed support

A. Shear force/(Lever arm × Width)
B. Lever arm/(Shear force × Width)
C. Width/(Lever arm × Shear force)
D. (Shear force × Width)/Lever arm

A. Low strength concrete only
B. High strength concrete only
C. Low strength concrete but high tensile steel
D. High strength concrete and high tensile steel

A. d
B. n
C. d + n/3
D. d – n/3

A. b/3
B. b/4
C. b/5
D. b/6