Reinforced Concrete Corbel
The program “Reinforced Concrete Corbel” 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.
Performance characteristics
Material
- Reinforced concrete of the strength classes C20/25 to C100/115
- Steel grades B500A, B500B, BSt 420 S(A)
- Concrete and reinforcing steel with user defined parameters
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
Loads
- Vertical load (concentrated load)
- Horizontal load
- Loads can be entered with any spacing
- Self-weight can be considered optionally
Verifications
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
- Word
- Printer
Output
- 3-d graphic
- Reinforcement drawing (optional)
Import options
- Frilo XML
Export options
- Word
- FRILO XML
Reinforced concrete
- DIN EN 1992
- ÖNORM EN 1992
- BS EN 1992
- PN EN 1992
- EN 1992
- NTC 1992
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