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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
10 mm
12 mm
15 mm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Tensile edge
Longitudinal central axis
Tensile reinforcement

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a - b)/4a²bq
D = W (a² - b²)/8a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/4a²bq

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Semi-hemisphere
Ellipsoid

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom
One fourth of the width of the steam at the bottom

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum bending moment
Minimum shear force
Maximum shear force

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