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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/2Sb
l = dt/Sb
l = dt/4Sb

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
175 kg/cm²
100 kg/cm²
250 kg/cm²

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
2h/3
h/3
h/2

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
At the bottom edge of the slab
All listed here
Below the slab

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

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

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