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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
8 cm to 10 cm
12 cm to 15 cm
6 cm to 7.5 cm

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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

2.5
Less than 2.5
2
Less than 2

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
35°
55°

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
40
35

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hp/l²
8hp/l
8hl/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
One half of the width of the stem at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom

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