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RCC Structures Design

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

Drop panel
Capital
None of these
Column head

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

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

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.5 m
4.1 m
4.7 m

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
12
16

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Remains within the flange
Coincides the geometrical centre of the beam
Remains below the slab

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w √(R² + T²)/T
w √(R + T)/T
w (R/T)

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