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RCC Structures Design

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

124 cm
80 cm
123 cm
120 cm

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
Hooked splice
All listed here
Dowel splice

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

16
8
12
10

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

20 mm
15 mm
25 mm
10 mm

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Rectangular
Square
Triangular
Trapezoidal

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