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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Shrinkage stress
Temperature stress
Load

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one third of the base
As one sixth of overall height of the wall
Equal to heel slab

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

Least of the above
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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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
Distance between the centers of the bearings
None of these
Clear span plus effective depth of the slab

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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,

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

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d - n/3
d + n/3

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