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RCC Structures Design

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

230 cm
200 cm
210 cm
205 cm

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

30 cm
25 cm
35 cm
20 cm

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
All listed here
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Overall thickness of the rib
Centre to centre distance between T-beams
All of the listed here

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.1 m
4.5 m
4.7 m

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.775 a²
D = 0.775 a
D = 0.0775 a

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