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RCC Structures Design

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

0.8
0.7
0.6
0.9

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No restriction on length
No decay due to termites
All of these

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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

12 cm
10 cm
6 cm
8 cm

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Compression is resisted by compression steel
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Two times
Four times
Three times

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