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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
120 cm
80 cm
124 cm

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
200 kg/cm²
300 kg/cm²

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning
Is over safe in shear
Is safe in shear
Is unsafe in shear

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
15 %
25 %
20 %

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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

30°
40°
All listed here
45°

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