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RCC Structures Design

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/P
WL/3P
WL/4P

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

None of these
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

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Load factor method
Modular ratio method
Ultimate load method

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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

45
30
40
35

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

8
10
16
12

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RCC Structures Design
A very comfortable type of stairs is

Geometrical
Dog legged
Straight
Open newel

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