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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
25 mm
10 mm

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
WR²/16
Zero
2WR²/16

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/10th of the span
1/12th of the span
1/8th of the span

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
All listed here
40°
30°

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
10 kg/cm²
5 kg/cm²
15 kg/cm²

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RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
275 KN/mm²
250 KN/mm²
200 KN/mm²

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