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Design of Reinforced Concrete Structures (IS456 Recommendations)

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Test your knowledge on design of concrete elements as per IS 456 concrete design code, Prepare for GATE , IES and other examinations. This test will also help graduate candidates appearing for interviews.

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1. 

In working stress method, modular ratio =

2. 

Assumed depth of rectangular stress block as per IS456 for working stress method =

3. 

For limit state of collapse, partial factors used are

4. 

The value of short-term moduli for Concrete, Ec =

5. 

The modular ratio for a section,

6. 

To calculate the deflection under live loads, which of the following values has to be used?

7. 

Compressive stress in concrete for Limit state design without partial safety factor =

8. 

Limiting value of a section with Fe 500 grade steel =

9. 

As per IS456, the limiting value of the depth of neutral axis,

10. 

As per IS456, the limiting value of the depth of neutral axis, for Fe 415 grade steel =

11. 

The depth of beam to be considered to calculate nominal shear stress should be


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Design of Reinforced Concrete Structures (IS456 Recommendations) Part 2

Design of Prestressed Concrete Part 1

Design of Prestressed Concrete Part 2

Design of Reinforced Concrete Structures (IS456 Recommendations)

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Millennium Tower (Vienna - Austria) - Composite Construction of Buildings
Millennium Tower (Vienna – Austria) – Composite Construction of Buildings

 

Design of Reinforced Concrete Structures (IS456 Recommendations) Part 1

Design of Reinforced Concrete Structures (IS456 Recommendations) Part 2

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