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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
200 kg/m²
Nil
75 kg/m²

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

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.6
0.9
0.8

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is free from moisture
All listed here
Is not cohesive

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2800/C²
2300/2C
2800/3C

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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
wl28
wl210
wl212

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