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RCC Structures Design

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

20 mm
15 mm
10 mm
25 mm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Every section
Mid span
Quarter span

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Within the flange
At the bottom edge of the slab
Below the slab

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RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
150 kg/m²
Nil
75 kg/m³

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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

75 cm
20 cm
40 cm
30 cm

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
412,000 kg
None of these
4,120 kg

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