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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Geometrical
Dog legged
Open newel
Straight

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
30 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
12 mm
15 mm
11 mm

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
12 mm
8 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
(1 - C) mf - eE
(C - 1) mf - eE

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

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

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