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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On columns
On beams
On beams and columns

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.6
0.8
0.9

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
22 mm
20 mm

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Centre to centre distance between T-beams
Breadth of the rib
Overall thickness of the rib

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

30
25
20
35

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