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RCC Structures Design

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
3
5

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
ft .d/4fb
(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
12d
4d
16d

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
R - T
T - R
√(R² + T²)

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
5 mm
7.5 mm
15 mm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - 2P cos θ
W - P cos θ
W - 2P sin θ

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