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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
10 mm
12 mm
16 mm

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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

35
45
40
30

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
25
35

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Increased gradually towards the edge
Decreased gradually towards the edge
Kept zero at the edge

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

8 cm
12 cm
6 cm
10 cm

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