RCC Structures Design

A. Simply supported beam
B. Continuous beam
C. Cantilever beam
D. None of these

A. 3WR²/16
B. 2WR²/16
C. WR²/16
D. None of these

A. WL/8
B. WL²/24
C. WL²/47
D. WL²/16

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. Straight bar splice
B. Hooked splice
C. Dowel splice
D. All the above

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. Circular
B. Square
C. Octagonal
D. Square with corners chamfered

A. Safe in shear
B. Is safe with stirrups
C. Is safe with stirrups and inclined members
D. Needs revision of the section

A. L/32 for end panels without drops
B. L/36 for end panels without drops
C. L/36 for interior panels without drop
D. All the above

A. Within the flange
B. At the bottom edge of the slab
C. Below the slab
D. All the above