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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
20 %
10 %
50 %

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
75 kg/m²
Nil
200 kg/m²

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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

35°
45°
25°
55°

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
It is effectively bonded together with the beam
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam

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

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

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

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