| Statfjord A | Dropped object study følgebrev | 3 | ||
| Statfjord A | Dropped object study | 5 | ||
| Statfjord A | Dropped object study | Table of contents | 6 | |
| Statfjord A | Dropped object study | Introduction | 8 | |
| Statfjord A | Dropped object study | Summary | 9 | |
| Statfjord A | Dropped object study | Conclusion | 14 | |
| Statfjord A | Dropped object study | Recommendation | 16 | |
| Statfjord A | Dropped object study | Discussion | 18 | |
| Statfjord A | Dropped object study | Protection requirements | 26 | |
| Statfjord A, Aker Engineering | Dropped object study | 30 | ||
| Statfjord A, Aker Engineering | Dropped object study | Summary and conclusions | 31 | |
| Statfjord A, Aker Engineering | Dropped object study | Contents | 33 | |
| Statfjord A, Aker Engineering | Dropped object study | Summary and conclusions | 34 | |
| Statfjord A, Aker Engineering | Dropped object study | Deformation of a stiffened deck during impact | 35 | |
| Statfjord A, Aker Engineering | Dropped object study | Deformation of the deck plate | 39 | |
| Statfjord A, Aker Engineering | Dropped object study | Collapse load for the deck grillage | 49 | |
| Statfjord A, Aker Engineering | Dropped object study | Crippling of stiffener or girder webs | 63 | |
| Statfjord A, Aker Engineering | Dropped object study | Experimental investigation | 69 | |
| Statfjord A, Aker Engineering | Dropped object study | Fall of a drill collar and a spider-elevator | 89 | |
| Statfjord A, Aker Engineering | Dropped object study | Dynamic aspects of the impact | 94 | |
| Statfjord A, Aker Engineering | Dropped object study | Protection of the set down deck area M11 | 101 | |
| Statfjord A, Aker Engineering | Dropped object study | Protection of the hatch cover area | 104 | |
| Statfjord A, Aker Engineering | Dropped object study | Protection of the top of the modules UM5 | 105 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | 124 | ||
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Contents | 125 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Introduction | 126 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Conclusions | 127 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Setback area | 130 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Area adjacent to drawworks | 135 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Area opposite to drawworks | 146 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Independent rotary drive area | 159 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Drain area | 169 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Rotary chain drive area | 177 | |
| Statfjord A, Aker Engineering | Dropped object study, Rig floor | Weight of added material | 180 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | 186 | ||
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | Contents | 187 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | Conclusions | 188 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | Introduction | 189 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | UM9 A/B roofs | 190 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | M10 roof | 216 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | The exposed sides of the coalescers | 230 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | Cost estimates | 257 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | App. 4, Model test pictures | 262 | |
| Statfjord A, Aker Engineering | Dropped object study, Additional areas | App. 5, Drawings | 282 |