Big Aussie
Junior Member
- Joined
- Mar 23, 2019
- Posts
- 11
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- 0
- Location
- australia
Hi everyone,. I am a new member and this is my first post.
I am building a 2-pontoon party boat. The sealed pontoons will have a flat bottom (jon boat system). The boat will be trailerable, so, 8 feet wide by 19 feet long. It will have walls and a roof 7 feet high. I propose to have a 4 foot drawbridge type deck/swimmout on each side, suspended by chain.
I have done some calculations re buoyancy but I am not sure exactly how many pounds it will take to completely submerge one pontoon as per "Figure 2"
Each pontoon will be 32 inches wide by 20 inches high by 19 feet long.
I would like to design for the worst possible scenario where all 10 big party goers (weighing 2500 pounds) suddenly decide to move to the edge of the deck at the same time! If required I can increase the width of the pontoons by a few more inches , or reduce the width of the decks by a few inches, or do both but I cannot increase the height of the pontoons.
I am enclosing 2 diagrams and would appreciate any comments/calculations that you may offer.
Thank you.
I am building a 2-pontoon party boat. The sealed pontoons will have a flat bottom (jon boat system). The boat will be trailerable, so, 8 feet wide by 19 feet long. It will have walls and a roof 7 feet high. I propose to have a 4 foot drawbridge type deck/swimmout on each side, suspended by chain.
I have done some calculations re buoyancy but I am not sure exactly how many pounds it will take to completely submerge one pontoon as per "Figure 2"
Each pontoon will be 32 inches wide by 20 inches high by 19 feet long.
I would like to design for the worst possible scenario where all 10 big party goers (weighing 2500 pounds) suddenly decide to move to the edge of the deck at the same time! If required I can increase the width of the pontoons by a few more inches , or reduce the width of the decks by a few inches, or do both but I cannot increase the height of the pontoons.
I am enclosing 2 diagrams and would appreciate any comments/calculations that you may offer.
Thank you.