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RCC Structures Design

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

2WR²/16
3WR²/16
Zero
WR²/16

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
Less than 2
2

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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
15 mm
25 mm
20 mm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.50 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
12 bar diameters
18 bar diameters
30 bar diameters

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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
Distribute the load
Resist the shrinkage stress

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