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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

0.6
0.7
0.8
0.9

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal tension
Diagonal compression
Vertical shear

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

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

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.5
0.4
0.7

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RCC Structures Design
An under-reinforced section means

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

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