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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
100 cm
50 cm
75 cm

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital
Top of the column
Drop panel
Supporting end of the column

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force
Minimum shear force
Maximum bending moment
Minimum bending moment

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.7 H
0.4 H
0.3 H

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
n
d
d + n/3

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