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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
2.5
Less than 2.5

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

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

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
10 mm
6 mm
8 mm

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

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
None of these
Drop panel
Capital

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

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