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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
50
55
45

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

One-sixth of the effective span
Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
Least of the above

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is stressed after casting
Is made of concrete
Is made of reinforced concrete

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Twice the diameter
Thrice the diameter

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Economy because of less maintenance cost
Monolithic character
Fire-resisting and durability

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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

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

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