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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
10 legged
8 legged
12 legged

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

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

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete only
High strength concrete and high tensile steel
Low strength concrete only

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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

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

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Twice the diameter
Five times the diameter
Thrice the diameter

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No decay due to termites
No restriction on length
All of these

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