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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
3 m
6 m

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

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

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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
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is unsafe in shear
Is over safe in shear
Needs redesigning

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Footing
Strap
Strip

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
Half the width of the panel
Diameter of the column
One-fourth the width of the panel

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