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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

Footing
Strap
Raft
Strip

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
25 kg/cm²
15 kg/cm²
10 kg/cm²

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/30
WL²/15

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RCC Structures Design
The weight of a foundation is assumed as

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

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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

10 cm
20 cm
5 cm
15 cm

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