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RCC Structures Design

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
5 mm
15 mm
7.5 mm

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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

25
35
20
30

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
All listed here
Load
Temperature stress

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
The slab is continuous over two supports
It supports live loads in both directions
The ratio of spans in two directions is less than 2

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

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

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Geometrical
Straight

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