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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
0.15 %
4 %
1

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
36 bar diameters
30 bar diameters
24 bar diameters

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = (d - n)/t
(m + c)/t = n/(d + n)
mc/t = n/(d - n)
(t + c)/n = (d + n)/n

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Cantilever beam
Simply supported beam
None of these

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars
Decreasing the lever arm
Increasing the total perimeter of bars

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