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RCC Structures Design

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
2WR²/16
Zero
WR²/16

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d + n/3
d - n/3

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
300 kg/cm²
200 kg/cm²

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab
None of these
Distance between the centers of the bearings

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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
50
40
30

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

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