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RCC STRUCTURES DESIGN

RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
None of these
30°
60°

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
Less than 2
2

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity downward
Straight above centroidal axis
Parabolic with convexity upward
Straight below centroidal axis

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