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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
5 cm to 8 cm
3 cm to 5 cm
12 cm to 15 cm

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
2A/P
P/2A
P/A

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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
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Not be uniform
Be zero at the centre of the foundation
Be uniform

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span
1/12th of the span
1/10th of the span
1/16th of the span

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
16 mm
10 mm

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