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RCC Structures Design

RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
7 mm
6 mm
4 mm

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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

None of these
60°
45°
30°

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻⁵
3.0 × 10⁻²

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Coincides the geometrical centre of the beam
None of these
Remains within the flange

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Safe in shear
Is safe with stirrups and inclined members
Needs revision of the section

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L + 2D/3)²

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