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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
Ultimate load method
None of these
Modular ratio method

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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

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

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RCC Structures Design
A flat slab is supported

On columns
On beams and columns
On beams
On columns monolithically built with slab

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Lever arm decreases
Depth of neutral axis decreases
Depth of neutral axis increases

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)

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