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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
25
15
10

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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
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Remains unchanged
Is decreased by Pe/Z
Is increased by PZ/e
Is increased by Pe/Z

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Load of the surcharge, if any
Weight of the soil above it
All listed here

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

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

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