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RCC Structures Design

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

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

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

12 cm
4 cm
6 cm
8 cm

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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
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Safe in shear
Is safe with stirrups and inclined members
Needs revision of the section

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
1
5
2

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