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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.7
0.8
0.6

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2500 kg/m³
2200 kg/m³
2300 kg/m³

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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

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

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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

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

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
20 mm
15 mm
25 mm

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