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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
200 KN/mm²
250 KN/mm²
150 KN/mm²

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
It supports live loads in both directions

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Kept constant throughout the length
Increased at the ends
Decreased towards the centre of the beam

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Possesses internal stresses
Is stressed after casting
Is made of reinforced concrete

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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
Less than 2.5
Less than 2
2.5

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)

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