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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
35
50
30

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Rankine formula
Grashoff formula
Marcus formula

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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

25
20
10
15

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hp/l²
8hl/p
8hl/p²

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Depth of neutral axis decreases
Lever arm increases
Lever arm decreases

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.4
0.6
0.5

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