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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

3WR²/16
WR²/16
Zero
2WR²/16

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
8 legged
10 legged
12 legged

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
45
35
30

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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
Pick up the true statement from the following:

In the absence of beams, it is easier to paint
In the absence of beams, it is easier to install piping
Plain ceiling provides the best property diffusing light
All listed here

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
At the bottom edge of the slab
Within the flange
Below the slab

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