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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
35
50
40

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is dry
Is not cohesive
All listed here

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
Equal to its width
Half of its width
One-fourth of its width

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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

25 mm
15 mm
20 mm
10 mm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Not be uniform
Be uniform
Be zero at the centre of the foundation

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
10 mm
11 mm

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