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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
120 cm
75 cm
50 cm

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
None of these
One diameter of thinner bar

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
None of these
Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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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

wl24
wl212
wl28
wl210

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/25th of span
1/30th of span

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