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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High carbon steel
Stainless
High tension steel

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Fixed end
Free end
Mid span

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
As one sixth of overall height of the wall
Equal to heel slab
Below ground surface

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout
Decreased gradually towards the edge

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A
A/P
2A/P
P/A

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