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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal tension
Diagonal compression
Horizontal shear

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
18 bar diameters
30 bar diameters
24 bar diameters

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

150 kg/m²
75 kg/m³
Nil
200 kg/cm²

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.207 L
0.307 L
0.407 L

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
16d
12d
8d

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RCC Structures Design
A pre-cast pile generally used, is

Square
Square with corners chamfered
Octagonal
Circular

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