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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Three times
Four times
Five times

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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

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

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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Weight of the soil above it
All listed here
Load of the surcharge, if any
Its own weight

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
15 kg/cm²
10 kg/cm²
25 kg/cm²

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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
55
40
50

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