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RCC Structures Design

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

30
40
56
50

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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

0.5
0.6
0.7
0.4

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

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

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Temperature stress
Shrinkage stress

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/5
b/3
b/4
b/6

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