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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2300 kg/m³
2200 kg/m³
2500 kg/m³

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

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

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
4 %
6
1

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

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

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

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Four times
Two times
Three times

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