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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
16
12

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Four times the diameter
Twice the diameter
Thrice the diameter

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
55°
45°

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Kept constant throughout the length
Increased at the ends
Increased at the centre of the beam

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

30
56
40
50

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
It supports live loads in both directions
The slab is discontinuous at edges
The ratio of spans in two directions is less than 2

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