# Design of Reinforced Concrete Structures (IS456 Recommendations)

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.

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

Design of Reinforced Concrete Structures (IS456 Recommendations) Part 1

Design of Reinforced Concrete Structures (IS456 Recommendations) Part 2