Reinforced Concrete Corbel


The B9+ program can be used to design corbels loaded directly from above, i.e. corbels with direct load introduction.  All necessary verifications are performed on the basis of a strut-and-tie model. A detailed output of the reinforcement can be generated.

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Discover now more programs from the section Reinforced Concrete!

  • Reinforced concrete of the strength classes C20/25 to C100/115
  • Steel grades B500A, B500B, BSt 420 S(A)
Structural system
  • Single-sided corbel
  • Concrete cover variable on each side
  • Consideration of bond conditions (e.g. for cast-in-place columns)
  • Exact definition of the column reinforcement
  • Transverse compression can be disabled
  • Vertical load (concentrated load)
  • Horizontal load
  • Loads can be entered with any spacing
  • Self-weight can be considered optionally

The calculation is based on a framework model. The regulations of the different National Annexes are taken into account. The framework in this connection is a simplified strut-and-tie model.

 The following verifications are performed:

  • Safety against compressive web fracture
  • Compressive strain under load
  • Required As of the tensile and web reinforcement
  • Anchorage and lap lengths of the reinforcement
  • Internal forces in the corbel section
  • Reinforcement dimensions in tabular form
Document file formats
  • PDF
  • Word
  • Printer
  • 3-d graphic
  • Reinforcement drawing (optional)
Import options
  • Frilo XML
Export options
  • Word
  • PDF
Reinforced concrete
  • DIN EN 1992
  • ÖNORM EN 1992
  • BS EN 1992
  • PN EN 1992
  • EN 1992
  • NTC 1992

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