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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
100 cm
120 cm
75 cm

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²
14 cm²
17 cm²
16 cm²

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

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

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

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

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

40 cm
20 cm
75 cm
30 cm

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RCC Structures Design
On piles, the drop must be at least

124 cm
80 cm
123 cm
120 cm

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