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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
20 mm
12 mm
22 mm

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams
On columns
On beams and columns

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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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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
20 mm
10 mm

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE
(1 - C) mf + eE

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these
2WR²/16
3WR²/16
WR²/16

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