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RCC Structures Design

RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Sub-grade
Base of the foundation

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.7
0.8
0.9

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
15
20
25

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Four times
Three times
Two times

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Paraboloid
Semi-hemisphere
None of these

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
28 d
38 d
58 d

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