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RCC Structures Design

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

0.5 H
0.3 H
0.7 H
0.4 H

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
10 mm
15 mm
20 mm

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Flight
Tread
Winder

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability
Monolithic character
All listed here
Economy because of less maintenance cost

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

10 legged
12 legged
8 legged
6 legged

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
12 legged
10 legged
6 legged

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