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#1
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![]() Ok. So lets open the retro fit with tangs can of worms! A few questions (please feel free to answer any questions I'm not smart enough to ask)
Last edited by paramita : 10-28-2013 at 09:34 PM. |
#2
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![]() Gulp ! that's a heap of information you are after ,,, but all of it, is important information .
Both Brion and Joe's answers on this forum have helped me heaps , in the past . Maybe you would like to search the forum for , mast bushings . Of course Brion uses Skeen's (sp-?) book for scantlings sizes , but I found similar info in that Ferro Cement Construction book , by Bingham . Without this forum , I wouldn't have been able to fabricate a complete new mast in SE Asia , on a pontoon , next to the boat ! |
#3
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![]() So I'm looking at the size of my existing t-ball backing plates, the clevis pins at the bottom of my shrouds, and compression tubes available from rigrite (http://www.rigrite.com/Spars/SparPar...sion_Tubes.htm).
Currently all the pins for my shrouds at the deck are 1/2" or less. All my shrouds have the GIB 740-7 sized backing plate which has a 5/8" wide slot. Rigrite sells a compression tube (K-9632) with 1/2" I.D. and 5/8" O.D. I'm wondering if there would be any issues simply using a 1/2" through bolt with that compression tube leaving the backing plates? I assumed it would be ideal to leave the backing plates in as it couldn't hurt to have the mast wall reinforced. Removing the plate would would leave a 7/8" wide cutout which (from looking at Rigrites site) would allow me to use through bolts as large as 3/4". I've attached a sketch of my proposed plan. Any input would be greatly appreciated. |
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