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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Mid span
Supports
Every section

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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

WL²/15
WL²/90
WL²/30
WL²/60

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
3 m
4 m
6 m

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RCC Structures Design
A ribbed slab is provided for

All of these
Acoustic insulation
A plain ceiling
Thermal insulation

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab

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RCC Structures Design
A flat slab is supported

On beams
On columns
On columns monolithically built with slab
On beams and columns

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