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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Vertical shear
Diagonal tension
Diagonal compression

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

16
12
8
10

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
25
30

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
Higher bearing capacity
No decay due to termites
No restriction on length

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
20 cm
25 cm
35 cm

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