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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

15
10
25
20

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
7% of wall weight
12% of wall weight
10% of wall weight

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RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
124 cm
123 cm

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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
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis increases
Lever arm increases
Depth of neutral axis decreases

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

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