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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
35
25
30

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Compression is resisted by compression steel
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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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
10 mm
20 mm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Tensile reinforcement
Neutral axis of the beam

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
None of these
Load factor method
Modular ratio method

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm

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