Neeves
Well-known member
I would start by giving the decks a darned good clean before posting images
Why does the OP take his pictures at midnight? or is it normally this dark in the UK in winter
Jonathan
I would start by giving the decks a darned good clean before posting images
Glue?, are you serious (or is the OP serious) - it must be very good glue.JB Weld is a glue for metals. JB-Weld - Adhesives, Expoxies, Glues | United Kingdom
This is a linkGlue?, are you serious (or is the OP serious) - it must be very good glue.
Further thought, still using the amazing glue.
The 'flange' or plate to which the LFRs are to be glued. Drill a bigger hole, the size of my threaded LFR suggestion, make sure the hole/LFR is a tight fit (I'd thread it to match but don't see that being easy) and then glue each half of the threaded LFRs into the hole. The plate/LFR become one tight unit - the 'glue' does not need to be strong. You can then improve the angle through which the 'mazing' strop passes.
Jonathan
They do indeed.... I looked at their prices and harumphed 'How much!'Selden has a similar commercial aluminium bowsprit. You could replicate their fittings.
Just to add….I am not familiar with the Evo Mx10 shackle, but looking at your drawing and a photo of the shackle, it looks like there will be a high stress point contact of the shackle vs top of alloy tube. Moreover, I don’t see how you will be able to get sufficient tension in the dynema line. From your drawing all the vertical load from the stay will be transferred to the low friction rings and thereby held by your JB glue. It just doesn’t look right to me
And a good weld should be stronger than the steel, if there is to be a failure its the steel that fails - not the weld.Just to add….
I don’t know which of the many JD Weld products you are planning to use, but the couple I looked at have a tensile strength of 4-5000 psi. 5000 psi is about 35N/mm^2. Good Structural steel (and I am aware that I am being very general here, the strength of steel varies a lot) is about 10 times that.
I'm grateful to those who have sought to guide and contribute. It's difficult conveying all the relevant aspects and considerations, given one limited photograph and a ropey sketch. In particular, Daydream Believer, Neeves and Trident have made points I will seek to incorporate.
Here's a pic I took earlier... up a ladder, in the wind and rain of an approaching new storm.... showing the arrangement of deck fitting/LFRs/JBMetalWeld/Bowsprit tube.
It will be seen there are 4 holes, with two LFRs 'jbwelded' into place. The purpose of the LFRs is simply to provide a good 'D:d' bend ratio and a smooth non-chafe surface. It will be seen that there's capacity for TWO multipart strops ( as suggested in #31 ) which will also fit into the Wichard EVO shackle - and I intend to do that.
I should be able to fit 2 x 9 'bare' loops, capacity >2 x 14850kg.... or 2 x 7 'sheathed' loops, capacity >2 x 11550kg.
I should be able to inspect routinely for cracking of JBWeld bond and for chafe.
Should the JBWeld bond fail, among my options is A: removing the bowsprit tube and welding on a steel capping piece, and B: also securing LFRs with 'methylcrete'.
Further, I have fitted an inner stay, also in 7mm 1x19 s/s, which should retain the mast in place should the Wichard/Dyneema strops setup fail totally.
Hang on- 37 posts & you have only just told us about the lithe slender slip of a girl. That is not right. I think you had better come clean & give us the full QT on this project. We have been prattling on about JB Weld & you have been hiding slips of girls. What else have you not told us?Fitting the Selden Bowring further forward with through-bolts, epoxy bog, spreader plate and lock nuts involved a considerable rigmarole and the help of a lithe and very slender slip of a girl - for I couldn't get to them. I don't want to go through that again.
And one of my life's goals has long been to sail in my own boat, with an all-girl crew....