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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
4 mm
5 mm
7 mm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
56
50
30

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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
35
30
40

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
7% of wall weight
12% of wall weight
5% of wall weight

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
35 cm
25 cm
30 cm

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is free from moisture
Is dry
All listed here

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