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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/4P
WL/P
WL/2P

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Drop panel
Capital
Supporting end of the column

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
5 kg/cm²
15 kg/cm²

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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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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL/8
WL²/16
WL²/24

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Within the flange
At the bottom edge of the slab
Below the slab

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