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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
All listed here
Is not cohesive
Is dry

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
Nil
75 kg/m²
200 kg/m²

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]

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

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Over reinforced section
Under-reinforced section
Critical section

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Balanced section
All listed here
Critical section

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