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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
5.8
8.5
0.87

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Over reinforced section
Under-reinforced section
Economic section

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
A point of zero shear force
Less loaded column
More loaded column

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these
Distance between the centers of the bearings
Clear span plus effective depth of the slab

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Overall thickness of the rib
Centre to centre distance between T-beams
Breadth of the rib

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
All of these
Thermal insulation

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