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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
12 legged
10 legged
8 legged

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.9
0.2
0.7

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RCC Structures Design
Piles are usually driven by

Drop hammer
All listed here
Single acting steam hammer
Diesel operated hammer

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RCC Structures Design
A pre-cast pile generally used, is

Square
Octagonal
Circular
Square with corners chamfered

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

All listed here
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw
Kx (1 + x/l) + bw

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
7.5 mm
15 mm
5 mm

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