![]() |
If this is your first visit, be sure to check out the FAQ by clicking the link above. You may have to register before you can post: click the register link above to proceed. To start viewing messages, select the forum that you want to visit from the selection below. |
|
|
Thread Tools | Display Modes |
|
#1
|
|||
|
|||
![]() How do you think the wooden brake would do on 8 foot lengths of .032 2024t3? I suggested something almost identical a while back on the Bearhawk list for bending the spar webs and was met with much skepticism. ------------------------------------------------------------- Dear Del, 'Think' or know for a fact? :-) As a general rule the upper limit for wooden brakes is about .063 for tempered stock but a lot depends on the quality of the wood and workmanship. Although the load per unit of length remains the same the overall magnitude of the load naturally increases with the length of the bend. It also becomes more difficult to keep the leaf in the same plane as its length increases. There are fairly simple solutions to each of these problems and I would have no qualms about making up a long brake for .032 myself but I've got a lifetime of mistakes behind me :-) I couldn't find any .032 scrap but I did come across some .040 under the bench and put a 1" flange on a piece just to give you some idea what a wooden brake will do. (See the pictures WOODEN_BRAKE 05 thru 08 in the file previously mentioned.) Other than adding a bar and a couple of clamps this is the same set-up for .016 meaning the radius is all wrong. But what I wanted to illustrate was the fact that a wooden brake is more than adequate strength-wise. The real problem is maintaining the uniformity of the bend as the length increases. It can be done but the solution will depend on your tools and experience, the quality of the wood you use and how well the brake is secured. For an eight footer you're talking some loads that will throw the typical workbench all over the shop; it needs to be secured to the deck. -R.S.Hoover |
#2
|
|||
|
|||
![]()
In Veeduber wrote:
Dear Del, 'Think' or know for a fact? :-) As a general rule the upper limit for wooden brakes is about .063 for tempered stock but a lot depends on the quality of the wood and workmanship. Although the load per unit of length remains the same the overall magnitude of the load naturally increases with the length of the bend. It also becomes more difficult to keep the leaf in the same plane as its length increases. There are fairly simple solutions to each of these problems and I would have no qualms about making up a long brake for .032 myself but I've got a lifetime of mistakes behind me :-) Thanks for posting the info and the additional pictures. Since this would be for the wing spar webs, the dimensional uniformity is kind of critical so I am still going to try to pursue other options before trying a wooden brake. I may have a line on a real 8' brake I can possibly use, and I'm seriously considering just taking the plans across town to Atlee Dodge and having the spars bent there. It will cost me some labor but at least any mistakes won't be on my nickel. If I go with the wooden brake idea, I'm thinking along the lines of a 4x6 treated beam for the leaf if I can find one straight enough. Treated only because they seem to be less warped by the time I get my hands on them. ---------------------------------------------------- Del Rawlins- Remove _kills_spammers_ to reply via email. Unofficial Bearhawk FAQ website: http://www.rawlinsbrothers.org/bhfaq/ |
#3
|
|||
|
|||
![]() If I go with the wooden brake idea, I'm thinking along the lines of a 4x6 treated beam for the leaf if I can find one straight enough. -------------------------------------------------------- Dear Del, Consider a couple of different lines :-) The point of contact with the metal is seldom more than half an inch wide and usually less. The only thickness consideration in the leaf is to accommodate the fasteners. The leaf is a LEVER. You should be more concered with its depth; 2x10 or 2x12... something along those lines. You only need one square edge to accomplish the bend. Doesn't really matter if its warped, bowed or BOTH... so long as you square it up before attaching the hinge. Drawing from the knot-hole collection at the local Home Depot, the best leaf material is often 1x12 pine shelving... albeit cupped, bowed, twisted & warped. Simply pick a pair of complimentary boards, REVERSE their defects, slather on a good coat of urethane glue on both surfaces, clamp them together and secure with one deck screw for about every 9 square inches of surface. Then leave the thing to cure, well supported and out of the weather. True up one edge and there's your leaf. There's a lot less to accurately bending tin than most folks realize. The problem is that most homebuilders have no experience doing repairs in the field, where your only option is to use whatever is available to accomplish the task. Bending one airplane's-worth of tin isn't anything to get excited about and even a rather casually built Po' Boy brake is capable of producing better accuracy than the average homebuilder can utilize. -R.S.Hoover |
#4
|
|||
|
|||
![]() "Veeduber" wrote Dear Del, Consider a couple of different lines :-) The point of contact with the metal is seldom more than half an inch wide and usually less. The only thickness consideration in the leaf is to accommodate the fasteners. The leaf is a LEVER. You should be more concered with its depth; 2x10 or 2x12... something along those lines. -R.S.Hoover ???????????????????????????? Perhaps I missed it. Where are the pictures? -- Jim in NC --- Outgoing mail is certified Virus Free. Checked by AVG anti-virus system (http://www.grisoft.com). Version: 6.0.594 / Virus Database: 377 - Release Date: 2/24/2004 |
#5
|
|||
|
|||
![]()
Most roofing suppliers or contractors have sheet metal breaks. Most
of these place will do your bends for you(10' long, upto .063")for about a buck a piece plus $0.15 cents for additional bends on the same pieces. If you tell them you only need 10 to fifteen pieces and its for a homebuilt airplane, they might even bend them for free. Bryan |
#6
|
|||
|
|||
![]() |
#7
|
|||
|
|||
![]()
"Morgans" wrote in message
Perhaps I missed it. Where are the pictures? http://groups.yahoo.com/group/Fly5kf...SIC%20BENDING/ Or http://25th.com/t2/viewfull.php?index=621 http://25th.com/t2/viewfull.php?index=622 http://25th.com/t2/viewfull.php?index=623 http://25th.com/t2/viewfull.php?index=624 For a brake I built with Veeduber's inspiration. This is an 8 ft'r. |
#8
|
|||
|
|||
![]()
Veeduber wrote:
How do you think the wooden brake would do on 8 foot lengths of .032 2024t3? I suggested something almost identical a while back on the Bearhawk list for bending the spar webs and was met with much skepticism. ------------------------------------------------------------- Dear Del, 'Think' or know for a fact? :-) As a general rule the upper limit for wooden brakes is about .063 for tempered stock but a lot depends on the quality of the wood and workmanship. Although the load per unit of length remains the same the overall magnitude of the load naturally increases with the length of the bend. It also becomes more difficult to keep the leaf in the same plane as its length increases. There are fairly simple solutions to each of these problems and I would have no qualms about making up a long brake for .032 myself but I've got a lifetime of mistakes behind me :-) I couldn't find any .032 scrap but I did come across some .040 under the bench and put a 1" flange on a piece just to give you some idea what a wooden brake will do. (See the pictures WOODEN_BRAKE 05 thru 08 in the file previously mentioned.) Other than adding a bar and a couple of clamps this is the same set-up for .016 meaning the radius is all wrong. But what I wanted to illustrate was the fact that a wooden brake is more than adequate strength-wise. The real problem is maintaining the uniformity of the bend as the length increases. It can be done but the solution will depend on your tools and experience, the quality of the wood you use and how well the brake is secured. For an eight footer you're talking some loads that will throw the typical workbench all over the shop; it needs to be secured to the deck. -R.S.Hoover Why not visit your local scrap yard & pick up a couple of large-dimension steel angles in the length you need. At under 20 cents a pound, you probably won't spend much more money & the strength would be a lot higher. Charlie |
#9
|
|||
|
|||
![]()
Why not visit your local scrap yard & pick up a couple of
large-dimension steel angles in the length you need. At under 20 cents a pound, you probably won't spend much more money & the strength would be a lot higher. --------------------------------------------------------- Dear Charlie (and the Group), In fact, most guys probably do, as I alluded to in the original article. Of course, this assumes they can weld (and cut) steel, have access to suitable hinge(s) and so forth. The result is a more or less permanent part of your shop. Which can get a bit silly if you're only building one airplane and only need to brake a couple of bends. -R.S.Hoover |
Thread Tools | |
Display Modes | |
|
|
![]() |
||||
Thread | Thread Starter | Forum | Replies | Last Post |
Sheet metal shear/press brake | VideoFlyer | Home Built | 7 | October 7th 03 07:08 PM |
?s about building a gyrocopter | John Normile | Home Built | 2 | September 14th 03 02:01 AM |
Brake caliper flange | Stealth Pilot | Home Built | 5 | July 7th 03 04:19 PM |
Brake line design question | Charlie Smith | Home Built | 0 | July 2nd 03 12:31 PM |