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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
38 d
48 d
28 d

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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

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

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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 width of the flange of a T-beam should be less than

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for interior panels without drop
L/32 for end panels without drops
L/36 for end panels without drops

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

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

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