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RCC Structures Design

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

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

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
350 kg/cm²
150 kg/cm²
250 kg/cm²

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
Hooked splice
All listed here
Straight bar splice

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
It supports live loads in both directions
The slab is continuous over two supports

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RCC Structures Design
The load stress of a section can be reduced by

Decreasing the lever arm
Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars

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

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

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