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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
200 kg/cm²
Nil

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Five times
Four times
Two times

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO

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

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

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

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

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/2P
WL/3P
WL/P

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