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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
20 mm
6 mm
22 mm

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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

10 mm
20 mm
15 mm
25 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

58 d
38 d
48 d
28 d

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
35
40
25

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
All of these
Resist the shrinkage stress
Distribute the load

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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
Zero
WR²/16
2WR²/16

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