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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/4
h/3
h/2

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
None of these
Capital
Drop panel

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Is safe in shear
Is safe with stirrups and inclined bars
Needs revision of section

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
12 cm
8 cm
4 cm

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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

55
50
45
40

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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

35°
45°
55°
25°

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