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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
7% of wall weight
5% of wall weight

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RCC Structures Design
The minimum head room over a stair must be

210 cm
200 cm
230 cm
205 cm

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(C - 1) mf + eE
(1 - C) mf - eE
(1 - C) mf + eE

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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

0.6
0.7
0.5
0.4

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Capital
Supporting end of the column
Drop panel

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 2800/3C
m = 700/3C
m = 1400/3C

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