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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
40 cm
20 cm
75 cm

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
5 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/24
WL²/47
WL²/16

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these
Distance between the centers of the bearings

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Horizontal shear
Diagonal tension
Vertical shear

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided
Continued up
All of the listed here

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