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RCC Structures Design

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

Diagonal tension
Diagonal compression
Horizontal shear
Vertical shear

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

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

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

300 cm
200 cm
150 cm
100 cm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
56
30

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Capital
Drop panel
Top of the column

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

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

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