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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
50
40

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the centre edge of column
Half the distance of projection
0.1 L from the outer edge of column

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.5
0.75
0.25

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
4 cm
12 cm
8 cm

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

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
45°
40°
30°

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