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RCC Structures Design

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

Column head
Capital
Drop panel
None of these

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Centre to centre distance between T-beams
Overall thickness of the rib
Breadth of the rib

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/30
WL²/60
WL²/15

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Three times
Four times
Six times

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hp/l
8hl/p²

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
High carbon steel
Stainless

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