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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
One diameter
3.5 diameters
3 diameters

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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 centre of the beam
Increased at the ends

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
12 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity downward
Straight above centroidal axis
Parabolic with convexity upward

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4

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