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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
20 mm
10 mm
25 mm

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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

3.0
1.5
2.0
1.0

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

8 legged
6 legged
10 legged
12 legged

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/30
WL²/15

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is continuous over two supports
It supports live loads in both directions
The slab is discontinuous at edges

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Dowel splice
Hooked splice
Straight bar splice

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