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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Diagonal tension
Vertical shear

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

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

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2
Less than 2.5
2.5

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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

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

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
All listed here
Drop hammer
Single acting steam hammer

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

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

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