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RCC Structures Design

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

4 %
0.15 %
6
1

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

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

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴
None of these

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
2
1
5

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

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

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

2WR²/16
3WR²/16
None of these
WR²/16

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