1 Introduction
2 Methods
3 Case Study
Load | X component | Y component | Z component |
---|---|---|---|
Preload port shroud | −107.5 | 177.35 | 2238.3 |
Preload starboard shroud | −107.5 | −177.35 | 2238.3 |
Preload mast | 0 | 0 | −5100 |
Preload forestay | 214.9 | 0 | 623.34 |
External port shroud | −19.346 | 31.927 | 402.94 |
External starboard shroud | 39.748 | 65.596 | −827.87 |
External mast | −260.62 | −410.61 | −1630.6 |
External forestay | 191.9 | 0 | 555.5 |
Terrace | −300.7 | −340.9 | 0 |
Displacement | – | – | 2364 |
Target weight | – | – | −873.5 |
Total | −349 | −654 | ~0 |