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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
15 mm
10 mm

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
350 kg/cm²
50 kg/cm²
250 kg/cm²

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻⁵
3.5 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
10 mm
15 mm
20 mm

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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

48 d
28 d
38 d
58 d

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
WR²/16
None of these
2WR²/16

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