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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns monolithically built with slab
On columns

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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
10 mm
25 mm
15 mm

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level
Continued up

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RCC Structures Design
A foundation rests on

Foundation soil
Both B and C
Sub-grade
Base of the foundation

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C²
2800/C
2800/3C

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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