| 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 |