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RCC Structures Design

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
2WR²/16
3WR²/16
WR²/16

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

3WR²/16
WR²/16
Zero
2WR²/16

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To provide high bond stresses
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
None of these
Load factor method
Modular ratio method

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
Width of the stem at the bottom
One half of the width of the stem at the bottom

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
55
50

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