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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
Thermal insulation
All of these

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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:

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
15
25
20

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

40
30
35
50

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One and half lever arm of the section
One-half lever arm of the section
One-third lever arm of the section

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