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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
R + 2T = 60
2R + T = 60
2R + T = 30

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
5% of wall weight
12% of wall weight
10% of wall weight

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
8 cm
10 cm
12 cm

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

K/x (1 + x/d) + bw
All listed here
Kx (1 - x/l) + bw
Kx (1 + x/l) + bw

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
All listed here
To provide high bond stresses

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Supporting end of the column
Top of the column
Capital

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