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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.775 Pa
D = 0.0775 aP
D = 0.00775 aP

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RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
250 KN/mm²
200 KN/mm²
275 KN/mm²

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

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

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
30
50

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Five times the diameter
Thrice the diameter
Twice the diameter

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