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RCC Structures Design

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

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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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
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

30
40
45
35

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Flight
Rise
Tread

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RCC Structures Design
A pre-cast pile generally used, is

Square
Circular
Square with corners chamfered
Octagonal

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P
WL/3P
WL/P
WL/4P

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