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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hl/p
8hp/l
8hp/l²

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm
14 mm
10 mm
16 mm

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

75 kg/m²
200 kg/m²
Nil
150 kg/cm²

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
None of these
Load factor method
Ultimate load method

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d
n
d + n/3

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