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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Circular
Octagonal
Square

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

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

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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/3jdƩO
Q/2jdƩO
2 × Q/jdƩO
Q/jdƩO

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Lever arm decreases
Depth of neutral axis decreases
Depth of neutral axis increases

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

300 cm
150 cm
200 cm
100 cm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
6
4 %
1

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