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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
2WR²/16
3WR²/16
Zero

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
Risers in the flight
None of these

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.25 times the average
2.0 times the average
1.50 times the average

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
Bent inward at the floor level
All of the listed here
Stopped just below the floor level and separate lap bars provided

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
3 diameters
2.5 diameters

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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)⁴
(wx/wy) = (ly/lx)²
None of these

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