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RCC Structures Design

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

Vertical shear
Diagonal tension
Horizontal shear
Diagonal compression

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
36 mm diameter
30 mm diameter
18 mm diameter

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

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

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
300 cm
100 cm
200 cm

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the perpendicular to the inclined plane of the soil
With the vertical
With the horizontal
None of these

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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