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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

50
40
30
56

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - P sin θ
W - 2P cos θ
W - P cos θ

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
50 kg/cm²
150 kg/cm²
350 kg/cm²

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

Atft (d - n/3)
bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²
All listed here

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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

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

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
It supports live loads in both directions
The slab is continuous over two supports
The ratio of spans in two directions is less than 2

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