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RCC Structures Design

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
Less than 2.5
Less than 2
2.5

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Octagonal
Circular
Square

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2300 kg/m³
2500 kg/m³

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is unsafe in shear
Needs redesigning
Is over safe in shear

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d/fb)
π ft .d²/fb
ft .d/4fb
(π/4). (ft .d3/fb)

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
3 diameters
One diameter
2.5 diameters

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