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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
205 cm
200 cm

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RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
75 kg/m³
150 kg/m²
200 kg/cm²

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
All of the listed here
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq
D = W (a - b)/4a²bq

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

4d
16d
8d
12d

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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

1
3
2
5

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