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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

80 cm
123 cm
124 cm
120 cm

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
R + 2T = 60
2R + T = 30
2R + T = 60

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
10 kg/cm²
25 kg/cm²

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The slab is discontinuous at edges
The ratio of spans in two directions is less than 2
It supports live loads in both directions

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RCC Structures Design
A very comfortable type of stairs is

Straight
Open newel
Dog legged
Geometrical

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

Breadth of the rib plus twelve times the thickness of the slab
Least of the above
Distance between the centers of T-beam
One-third of the effective span of the T-beam

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