Reinforcement tables

10.2. Reinforcement tables#

Below, different reinforcement tables are presented. Each table represents a different type of structure. For an ellaborate calculation of the Moment - Normal force interaction diagram.

Reinforcement table for bending moments#

../../_images/Reinforcement_Table1.jpg

Note

  • Strength class: From C20/25 to C45/55.

  • Reinforcement steel: 500. indicates the reinforcement steel type.

  • a/h: 0,10. Where a is the distance from center of reinforcement to edge of concrete.

This table is taken from GTB 2010.

../../_images/Reinforcement_Table2.jpg

Note

  • Strength Class: C55/67.

  • Reinforcement steel: 500. indicates the reinforcement steel type.

  • a/h: 0,10. Where a is the distance from center of reinforcement to edge of concrete.

This table is taken from GTB 2010.

../../_images/Reinforcement_Table3.jpg

Note

  • Strength Class: Represents C20/25 till C45/55.

  • Reinforcement steel: 500. indicates the reinforcement steel type.

  • a/h: 0,10. Where a is the distance from center of reinforcement to edge of concrete.

This table is taken from GTB 2010.

../../_images/Reinforcement_Table4.jpg

Note

  • Strength Class: Represents C20/25 till C45/55.

  • Reinforcement steel: 500. indicates the reinforcement steel type.

  • a/h: 0,10. Where a is the distance from center of reinforcement to edge of concrete.

This table is taken from GTB 2010.

../../_images/Reinforcement_BendingMoment.jpg

Note

Slabs need to be dimensioned for shear and deflection first. Then the reinforcement ratio can be determined.

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