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RCC Structures Design

RCC Structures Design
A foundation rests on

Foundation soil
Sub-grade
Base of the foundation
Both B and C

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/Z)
f = (A/P) - (M/Z)
f = (P/'- (Z/M)
f = (P/A) - (M/6Z)

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
None of these
Twice the diameter of thinner bar
One diameter of thicker bar

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

5WR²/16
WR²/16
2WR²/16
3WR²/16

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

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

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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
Parabolic with convexity upward
Straight above centroidal axis

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