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RCC Structures Design

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

45
50
55
40

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

Four times
Three times
Five times
Two times

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
22 mm
12 mm
20 mm

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
15
10
25

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