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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Strap
Raft
Footing

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
20 cm
5 cm
10 cm

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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

Less than 2
Less than 2.5
2.5
2

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
10% of wall weight
7% of wall weight
12% of wall weight

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Stopped just below the floor level and separate lap bars provided
All of the listed here
Bent inward at the floor level
Continued up

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

An elliptical curve
A straight line
A circular curve
A parabolic curve

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