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RCC Structures Design

RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
2.0
3.0
1.5

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.7
0.4
0.6

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A rib
A key
A cut-off wall

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
One-half lever arm of the section
One and half lever arm of the section
Lever arm of the section

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

Winder
Flight
Tread
Rise

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
10 mm
14 mm
12 mm

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