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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
35
20
30

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

1
4 %
0.15 %
6

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.5
0.7

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

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

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

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