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RCC Structures Design

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

40
56
30
50

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Kept constant throughout the length
Increased at the ends
Increased at the centre of the beam

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.50 times the average
1.75 times the average
1.25 times the average

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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

10 mm
25 mm
15 mm
20 mm

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm decreases

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one third of the base
Below ground surface
As one sixth of overall height of the wall

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