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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
All of the listed here

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

12 mm
11 mm
10 mm
15 mm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Cantilever beam
Simply supported beam

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Least of the above

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
Diameter of the column
One-fourth the width of the panel
Half the width of the panel

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