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RCC Structures Design

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
2.5
Less than 2.5
Less than 2

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
35
40
30

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these

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

Four times
Five times
Two times
Three times

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
A cut-off wall
A key
All listed here

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

All listed here
σcAc + m σcAsc
σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]

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