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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

50
30
40
35

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
20 %
10 %
25 %

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

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One and half lever arm of the section
One-third lever arm of the section
Lever arm 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/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²

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