Concrete beam design to EC2
The topics in this section describe how the software applies EN 1992-1-1:2004 (Ref. 1) to the design of reinforced concrete beams.
Click the links below to find out more:
- Limitations (concrete beam and slab: EC2)
- Slender beams (concrete beam: EC2)
- Cover to reinforcement (concrete beam: EC2)
- Design parameters for longitudinal bars (concrete beam: EC2)
- Side reinforcement (concrete beam: EC2)
- Effective depth of section (concrete beam: EC2)
- Design for bending for rectangular sections (concrete beam: EC2)
- Design for bending for flanged sections (concrete beam: EC2)
- Design shear resistance (concrete beam: EC2)
- Minimum area of shear reinforcement (concrete beam: EC2)
- Spacing of shear reinforcement (concrete beam: EC2)
- Shear between flanges and web of flanged beams (concrete beam: EC2)
- Additional tension reinforcement (concrete beam: EC2)
- Design values of shear resistance and torsional resistance moment (concrete beam: EC2)
- Additional reinforcement for torsion (concrete beam: EC2)
- Deflection check (concrete beam and slab: EC2)