Notice:
The advice given on this site is based upon individual or quoted experience, yours may differ.
The Officers, Staff and members of this site only provide information based upon the concept that anyone utilizing this information does so at their own risk and holds harmless all contributors to this site.
I'm going to bolt some fittings to my C250 boom. They require 1/4 inch bolts, and I need to decide between 1/4-20 and 1/4-28 bolts.
The boom material is not very thick, as you know. So am I better off with 1/4-20, which it would seem would leave more metal in the hole, or 1/4-28, which would engage a couple of more threads?
There's got to be a well-known answer to this, it's just that I don't know it!
Thanks and regards,
Bill Arden Prana - C250WK #898 Apostle Islands, WI
I'm a little worried about the loads. It's a T-track for a second reef (which means that if things are bad enough that I need it, I sure don't want to worry about it letting go!).
I think I'd go with 3/16" SS pop-rivets. Check out http://www.dwyermast.com/items.asp?cat1ID=40& cat1Name=Hardware& familyID=61& familyName=Fasteners. They also list some machine screws (coarse thread) but I don't know what they're used for.
There are other screws, etc in the boom but most are probably smaller diameter than 1/4". I am not all that familiar with exactly the type of fitting and how it is to be attached....one screw ? Is it possible to attach at different points with smaller diameter screws ? Is this thru bolted ?
I would think that for installing a fitting for reefing, the strain due to the any forces would not be all that great at that point. After all, it is a second reef point and the main will have been dropped down significantly which puts a lot less load on that area even though it would be during windy weather. The other thing is that the addl thread may not make much of a difference. Still, if this is one wood screw type (not thru bolted), I would be leary of counting on the minescule threads to hold.
I added a boom vang and that was 6 screws (smaller diameter) and boom seems fine. Not sure how the strain on that area would compare to your situation. But the fitting wraps the boom and so the fitting and screw holes does not put strain at anyone specific point and the screws are at different locations with some taking the load in shear versus tension (just pulling out).
"<b>Coarse thread series:</b> This series, UNC/UNR is the one most commonly used in the bulk production of bolts, screws, and nuts and other general engineering applications. It is also used for threading into lower tensile strength materials such as cast iron, mild steel and softer materials (bronze, brass, aluminium, magnesium and plastics) to obtain the optimum resistance to stripping of the internal thread. It is applicable for rapid assembly or dissasembly, or if corrosion or slight damage is possible."
"<b>Fine-Thread Series:</b> This series, UNF/UNRF, is suitable for the production of bolts, screws, and nuts and for other applications where the Coarse series is not applicable. External threads of this series have a greater tensile stress area than comparable sizes of the Coarse series. The Fine series is suitable when the resistance to stripping of both external and mating internal threads equals or exceeds the tensile load carrying capacity of the externally threaded member. It is also used where the length of engagement is short, where a smaller lead angle is desired, where the wall thickness demands a fine pitch, or where finer adjustment is needed."
Thanks very much for all the suggestions and advice!
I think we can end this thread, but let me fill in the blanks of what I'm doing just in case you're curious:
I'm putting a track on the boom to carry a block with a bail. The track is a standard WM part, 8466799, and requires six or eight 1/4" machine screws. Since it's a second reef, it'll be fairly far forward on the boom, which limits my ability to bolt it on from inside. Since the boom material is fairly thin (3/16? 1/8? I haven't been able to find information about that), I was leaning toward a finer thread to provide more thread surface. Prospector's comments tend to support that.
The good news is that there's fairly little tensile (pulling) load on the screws; in addition, since the reefing line from the bail pulls down (under and around the boom, then up the other side) and the load on the block pulls up (the reefing line comes into it from above), the shear load should be somewhat balanced, too. At least I hope so!
Again, thanks to all for the suggestions and information.
Notice: The advice given on this site is based upon individual or quoted experience, yours may differ. The Officers, Staff and members of this site only provide information based upon the concept that anyone utilizing this information does so at their own risk and holds harmless all contributors to this site.