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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
10 cm to 12 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Neutral axis of the beam
Longitudinal central axis
Tensile reinforcement

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
10 legged
6 legged
12 legged

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/24
WL²/47
WL/8

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
10 %
15 %
25 %

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Five times
Two times
Three times

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