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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
2.5
Less than 2
Less than 2.5

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
8 cm
12 cm
10 cm

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

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

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.7 m
4.0 m
4.1 m

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
20
25
10

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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

0.7 H
0.5 H
0.3 H
0.4 H

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