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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Three times
Four times
Two times

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
150 KN/mm²
200 KN/mm²
275 KN/mm²

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital
Drop panel
None of these
Column head

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
6
4 %

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
36 bar diameters
18 bar diameters

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

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