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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
Is dry
Is not cohesive
All listed here

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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
Less than 2
2.5
Less than 2.5

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
50
30
40

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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 bending moment
Minimum shear force

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
150 cm
50 cm

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