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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

45
40
50
55

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/25th of span
1/30th of span
1/20th of span

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(m + c)/t = n/(d + n)
mc/t = (d - n)/t
mc/t = n/(d - n)
(t + c)/n = (d + n)/n

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.7 m
4.0 m
4.1 m

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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

2800/3C
2800/C²
2800/C
2300/2C

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
150 kg/cm²
350 kg/cm²
250 kg/cm²

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