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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome bursting stresses at the ends
To provide high bond stresses
To overcome high bearing stresses developed at the ends

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

50 cm
100 cm
120 cm
75 cm

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Continued up
Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided is insufficient
Steel provided on one face only
Steel will yield first

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
√(M/Q)
√(M/100Q)
M/100Q

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