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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Horizontal shear
Vertical shear
Diagonal compression

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b - a)²/8
M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (b + a)/8

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

7.6 kg/cm²
8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm
6 cm to 7.5 cm

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

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.25 times the average
1.50 times the average
2.0 times the average

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