| Upright | Flat | |
|---|---|---|
| Deflection | fx = 0 mm | fy = 0 mm |
| Bending stress | σx = 0 N/mm² | σy = 0 N/mm² |
| Upright | Flat | |
|---|---|---|
| Deflection | fx = 0 mm | fy = 0 mm |
| Bending stress | σx = 0 N/mm² | σy = 0 N/mm² |
| Upright | Flat | |
|---|---|---|
| Deflection | fx = 0 mm | fy = 0 mm |
| Bending stress | σx = 0 N/mm² | σy = 0 N/mm² |