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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
20
15
10

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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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
One diameter of thicker bar
Twice the diameter of thinner bar
None of these

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
Equal to heel slab
As one third of the base
As one sixth of overall height of the wall

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

bn (fc/2) (d - n/3)
Atft (d - n/3)
½ n₁ (1 - n₁/3) cbd²
All listed here

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

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