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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
1
4 %
0.15 %

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60
WL²/15
WL²/90
WL²/30

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
2.5
Less than 2
Less than 2.5

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A
P/A
2A/P
A/P

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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
Width of the stem at the bottom
One-third of the 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
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻³
3.5 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻⁵

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