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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
10 %
20 %
40 %

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
100 cm
120 cm
50 cm

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No restriction on length
All of these
No decay due to termites

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
Zero
3WR²/16
WR²/16

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