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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
20
10
15

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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/l²
8hl/p
8hl/p²
8hp/l

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strap
Footing
Strip

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

56
30
40
50

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

K/x (1 + x/d) + bw
Kx (1 + x/l) + bw
All listed here
Kx (1 - x/l) + bw

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

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

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