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RCC Structures Design

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

35
25
30
40

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
None of these
Remains within the flange
Coincides the geometrical centre of the beam

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Vertical shear
Diagonal tension
Horizontal shear

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hp/l
8hl/p
8hl/p²

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.107 L
0.307 L
0.207 L

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

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

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