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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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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

WL²/30
WL²/90
WL²/15
WL²/60

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

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

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
25
35
30

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/3
h/4
2h/3

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE

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