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RCC Structures Design

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

56
30
50
40

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°
45°
60°
None of these

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
To provide high bond stresses

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

10 cm
5 cm
15 cm
20 cm

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hp/l²
8hl/p
8hl/p²

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

15 %
10 %
20 %
25 %

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