| a | length of the suspended section of the pipeline |
| Cn | normal drag coefficient |
| Ct | tangential drag coefficient |
| D | outer diameter of the steel part of the pipeline |
| E | Young’s modulus |
| EI | flexural rigidity of the pipeline |
| Fn | normal environmental loading in the section of pipeline |
| Ft | tangential environmental loading in the section of pipeline |
| f 0 | ovality |
| fu | tensile strength to be used in design |
| fy | yield stress to be used in design |
| IDstress | inner diameter of stress |
| M | bending moment of the section of pipeline |
| N | axial force in the section of pipeline |
| ODstress | outer diameter of stress |
| p 0 | external pressure |
| pi | internal pressure |
| pmin | minimum internal pressure |
| q | gravity of unit length of the pipeline in the sea |
| Q | shear force in the section of pipeline |
| s | length of the pipeline |
| t1 | pipeline wall thickness |
| t2 | thickness of coating layer |
| u | transverse displacement of the pipeline |
| v | axial displacement of the pipeline |
| Vc | velocity of ocean current |
| αfab | fabrication factor |
| αpm | plastic moment reduction factor for point loads |
| γm | material resistance factor |
| γsc | safety class resistance factor |
| ρ s | density of seawater |
| θ | inclination angle of the section of pipeline |
| σ 1 | axial stress |
| σ 2 | radial stress |
| σ 3 | hoop stress |