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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
1
3
5

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl212
wl24
wl28

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RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
120 cm
124 cm

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

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

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom
Width of the stem at the bottom
One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom

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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

WL²/15
WL²/60
WL²/30
WL²/90

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