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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
12% of wall weight
7% of wall weight
10% of wall weight

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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

0.9
0.6
0.8
0.7

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.00775 aP
D = 0.0775 aP
D = 0.07775 aP
D = 0.775 Pa

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

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

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m + r)] d
[(m + r)/m] d
[m/(m - r)] d

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

Column head
Drop panel
None of these
Capital

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