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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Footing
Raft
Strip

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/32 for end panels without drops
L/36 for end panels without drops
L/36 for interior panels without drop

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

Semi-hemisphere
Paraboloid
Ellipsoid
None of these

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

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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