No control
Member
- Joined
- Feb 9, 2021
- Messages
- 32
- Status
- OWNER - I own a different brand
- Hatteras Model
- Not Currently A Hatteras Owner
Hello. I've spent about the past year reading about Hatterases, educating myself on their nuances and minutiae, and drooling over classified ads. I still have a lot to learn and have several years before I'll be in a position to buy one but in the mean time, I do have a few questions that I feel kind of stupid asking, so don't beat me up too bad here.
In regards to the 67 CPMY or 70 CPMY, how heavy of a tender would you feel safe putting up on the bridge? I know most davits on these things are rated to 1000-1500 lbs. and that most tenders people use are RIBs under 15' and 1000 lbs. I also understand that the structure of the bridge and the (forgive the lack of proper term) support tube for the davit play a major factor in the weight limit and that that the higher up you place a given weight or the more weight you place at a given distance from the axis of rotation, the more of a rolling moment it will impart.
Would a bigger tender in the 1750- 2000 lb. range be within the stability design limits of the mothership, or is that obscenely beyond what's reasonable? If that much weight wouldn't adversely affect the safety of the Hatteras, would the superstructure require considerable reinforcement to safely support that weight?
For the sake of the question, the usage scenario would involve Atlantic coastal cruising and winters in the Bahamas. There would be no time constraints, so waiting for nice weather windows would always take priority over succumbing to pushing my luck in bad conditions; I'm a retired pilot and as the rhyme goes, I didn't get old by being bold. I've no intentions of changing that approach here.
Thanks for your patience, thanks for having me here, and I look forward to reading your answers.
In regards to the 67 CPMY or 70 CPMY, how heavy of a tender would you feel safe putting up on the bridge? I know most davits on these things are rated to 1000-1500 lbs. and that most tenders people use are RIBs under 15' and 1000 lbs. I also understand that the structure of the bridge and the (forgive the lack of proper term) support tube for the davit play a major factor in the weight limit and that that the higher up you place a given weight or the more weight you place at a given distance from the axis of rotation, the more of a rolling moment it will impart.
Would a bigger tender in the 1750- 2000 lb. range be within the stability design limits of the mothership, or is that obscenely beyond what's reasonable? If that much weight wouldn't adversely affect the safety of the Hatteras, would the superstructure require considerable reinforcement to safely support that weight?
For the sake of the question, the usage scenario would involve Atlantic coastal cruising and winters in the Bahamas. There would be no time constraints, so waiting for nice weather windows would always take priority over succumbing to pushing my luck in bad conditions; I'm a retired pilot and as the rhyme goes, I didn't get old by being bold. I've no intentions of changing that approach here.
Thanks for your patience, thanks for having me here, and I look forward to reading your answers.
