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RCC Structures Design

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 2.5
2.5
Less than 2

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Four times
Two times
Five times

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Column head
Capital
Drop panel

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Load
Shrinkage stress
All listed here

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
1
0.15 %
4 %

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

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