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RCC Structures Design

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
15 mm
10 mm
7.5 mm

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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 minimum cube strength of concrete used for a pre-stressed member, is

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

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
200 kg/cm²
Nil

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
2 × Q/jdƩO
Q/2jdƩO
Q/3jdƩO

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Stainless
High carbon steel
Mild steel

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