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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
100 cm
75 cm
50 cm

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.7
0.8
0.9

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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
0.5
0.6

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

Column head
Drop panel
Capital
None of these

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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:

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

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

1
6
0.15 %
4 %

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