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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
10
16
12

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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
Weight of the soil above it
All listed here
Its own weight

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Compression is resisted by compression steel
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = n/(d - n)
mc/t = (d - n)/n
t/mc = (d + n)/n
t/mc = (d - n)/n

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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
All listed here
Hooked splice
Straight bar splice

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