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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

A plain ceiling
All of these
Thermal insulation
Acoustic insulation

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam
All of the listed here
It is built integrally with the beam

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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
Straight bar splice
All listed here
Hooked splice

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

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

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻⁵
3.0 × 10⁻³
3.5 × 10⁻⁵

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
All listed here
30°

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