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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is free from moisture
Is dry
All listed here

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
12 mm
20 mm
6 mm

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.4 H
0.5 H
0.3 H

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Cantilever beam
None of these
Simply supported beam

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

15 mm
10 mm
7.5 mm
5 mm

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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

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

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