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RCC Structures Design

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

40
35
50
30

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
12 legged
6 legged
8 legged

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m + r)] d
[(r - m)/m] d
[(m + r)/m] d
[m/(m - r)] d

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

Raft
Strip
Footing
Strap

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the horizontal
With the perpendicular to the inclined plane of the soil
With the vertical

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Five times
Four times

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