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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

124 cm
80 cm
120 cm
123 cm

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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

55°
25°
35°
45°

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

40
45
55
50

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.18 %
0.12 %
0.15 %

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
15
25
10

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