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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
200 kg/cm²
Nil
75 kg/m³

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE

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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
The number of treads in a flight is equal to

Risers plus one
Risers in the flight
None of these
Risers minus one

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem
All listed here
Thickness of the stem is kept same throughout

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel is provided at the underside only
Steel will yield first
Steel provided on one face only

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