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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

50 %
10 %
40 %
20 %

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

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

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Is decreased by Pe/Z
Remains unchanged
Is increased by Pe/Z

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Kept uniform throughout
Kept zero at the edge
Increased gradually towards the edge

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

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

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

20 cm
30 cm
35 cm
25 cm

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