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RCC Structures Design

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

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

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

8
16
10
12

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/Z)
f = (P/'- (Z/M)
f = (A/P) - (M/Z)
f = (P/A) - (M/6Z)

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RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
123 cm
80 cm

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the perpendicular to the inclined plane of the soil
With the vertical
None of these
With the horizontal

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RCC Structures Design
A foundation rests on

Sub-grade
Both B and C
Foundation soil
Base of the foundation

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