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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
12% of wall weight
7% of wall weight
5% of wall weight

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

Horizontal shear
Diagonal tension
Vertical shear
Diagonal compression

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Shrinkage of concrete
All of the listed here
Elastic shortening of concrete
Creep of concrete

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RCC Structures Design
Piles are usually driven by

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

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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 Pe/Z
Is increased by PZ/e

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/25th of span
1/30th of span
1/15th of span

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