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RCC Structures Design

RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
All listed here
Below the slab
Within the flange

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

35
40
25
30

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Distance between the centers of T-beam
Least of the above

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

300 cm
200 cm
150 cm
100 cm

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High tension steel
High carbon steel

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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

0.8
0.7
0.2
0.9

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