# D1.A.10.3 Flexure

Design strength in flexure is calculated as per clause F1. The

## Limit States

The nominal flexural strength is calculated for different limit states as per sections F2 through F13.

The following limit states are checked for flexure:

- Flexural Yielding about X and Y axis
- Flexural Yielding about U and V axis (for single angle only)
- Lateral-torsional Buckling about X and Y axis
- Lateral-torsional Buckling about U axis (for single angle only)
- Flange Local Buckling
- Web Local Buckling
- Wall Local Buckling (for HSS Round only)
- Compression Flange Yielding
- Tension Flange Yielding