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RCC Structures Design

RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
Below the slab
All listed here
At the bottom edge of the slab

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
18 mm diameter
24 mm diameter
30 mm diameter

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
Zero
2WR²/16
WR²/16

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
1
5
3

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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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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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