Re: Frame connectors
[Re: Tech Instructor]
#2093266
06/17/16 12:09 AM
06/17/16 12:09 AM
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Joined: Dec 2005
Posts: 11,558 Fulton County, PA
CMcAllister
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Nope, as long as it's large enough. Many higher end back-half cars (think Super Stock), and 25.whatever cars are done all in round tubing that's integrated into the floor pan. The rectangular tubing has flat sides that make it easier to section and weld into the floor, set cage bars on top of it without having to notch, etc.
If the results don't match the theory, change the theory.
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Re: Frame connectors
[Re: CMcAllister]
#2093316
06/17/16 02:01 AM
06/17/16 02:01 AM
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Joined: Dec 2013
Posts: 4,672 Wichita
GY3
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master
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Wichita
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2X2 square tubing slid into the rear framerail works well and doesn't interfere with most stock floorpans.
'63 Dodge 330 11.19 @ 121 mph Pump gas, n/a, through the mufflers on street tires with 3.54's. 3,600 lbs. 10.01 @ 133mph with a 250 shot of nitrous an a splash of race gas. 1.36 60 ft. 3,700 lbs.
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Re: Frame connectors
[Re: Tech Instructor]
#2093336
06/17/16 02:35 AM
06/17/16 02:35 AM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Any reason not to use round DOM tubing? Yes, if you felt "beam strength" was more of an issue then "torsional strength", round tubing vs square or rectangular?, would not be your first choice. And "DOM" increased cost in this application, has little upside, IMO.
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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Re: Frame connectors
[Re: Tech Instructor]
#2093502
06/17/16 01:50 PM
06/17/16 01:50 PM
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Joined: Dec 2005
Posts: 11,558 Fulton County, PA
CMcAllister
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I suppose I should have said "depends" on what else is going on; full chassis, no roll bar or somewhere in between. 1-3/4" 1020 DOM tubing is pretty stout. But if the only thing going in is a set of frame ties, then the added strength and cross section of 2x3 sectioned into the front of the rear frame rail (assuming it's a typical Chrysler product) and the floor and butted up against the rear of the torsion bar crossmember would be a stronger set up. The 2x3 has a much larger cross section and there's just more area to join the floor pan and tubing together. Even with a simple 6 or 8 point, it will be stronger overall. With 2x2, the advantage is less. Keep in mind, it doesn't matter how strong the tie is - if you have it welded in only at the ends of the tie it's better than nothing, but it will flex the sheet metal at the weld before it flexes the stronger tie. Sectioning it into the floor will give the maximum benefit.
If the results don't match the theory, change the theory.
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Re: Frame connectors
[Re: dogdays]
#2093528
06/17/16 02:58 PM
06/17/16 02:58 PM
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Joined: Jan 2004
Posts: 4,566 Motor City
6PKRTSE
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master
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Motor City
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I have round tube under my Challenger tied in with the cage.
Last edited by 6PKRTSE; 06/17/16 02:59 PM.
1963 Belvedere 440 Max Wedge Tribute 1970 Charger R/T S.E. 440 Six Pack 1970 Challenger R/T, 528 Hemi 1970 Charger 500 S.E. 440 4 BBL 1970 Plymouth Road Runner 383 1974 Chrysler New Yorker 440 1996 2500 RAM 488 V-10 4X4 2004 3500 Dually Cummins 4x4 2012 Challenger R/T Classic.
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Re: Frame connectors
[Re: dogdays]
#2093647
06/17/16 07:12 PM
06/17/16 07:12 PM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Bitopia
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From a design standpoint, metal that is farther out from the neutral axis works harder. As a 2x2 square tube has more material farther away from the axis it is stronger in either torsion or bending. This is a Strengths of Materials, learned from Mr. Ron Apanian back in the day. Anyone else reading this take Strengths from Apanian?
As far as stiffness goes, any steel has approximately the same spring constant or modulus of elasticity as any other. So 1018 and 4340 start bending at exactly the same stress. The difference comes when the bend becomes permanent or yields. The 4340 has a much higher yield strength than 1018.
If welding was perfect then welded tubing would be less expensive, but that long seam seems to have the occasional weak spot. Of course, using a safety factor of 4 or so should cut the stress so that the weld will not fail. Just don't ask me to calculate maximum stress or safety factor for a frame connector!
R. The issue above not mentioned here or by me in my earlier reply, frame connectors have multiple stresses imparted on them, and to the op's question, tension would care less what shape the member, and compression forces would be best with round, and as large as physically allowable. Not sure that a 2x2 square tube compares favorably to a 2" round tube from a strictly torsional standpoint, comparing equal weight per ft materials, although it has greater material farther from the neutral axis you mentioned. Correct me if I am mistaken. Your comment on "welded tubing", is indeterminate to me, most of our typical tubing is welded, including DOM. All of this has been covered on moparts ad infinitum. What has never been proven or even narrowed down, is exactly what forces are at play with the frame connectors, and in what applications are they notably different.
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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Re: Frame connectors
[Re: Tech Instructor]
#2093814
06/18/16 02:25 AM
06/18/16 02:25 AM
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Joined: Oct 2007
Posts: 4,206 New York
polyspheric
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New York
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The greatest load in racking (angular twisting of the chassis by application of power, in which the axle planes are no longer parallel) is bending in the vertical plane. More height increases stiffness, which is why rectangular frame connectors are taller than they are wide. Welding through the floor makes it a structural member, otherwise it's a big tin playing card. Compare the frame rails of 1/2 ton and 1 ton trucks - the height difference is huge. Making the tunnel taller is a key element in small sports cars - it's not just to clear the driveshaft. Taller door sills also helps, see my article here: http://victorylibrary.com/mopar/frame.htm
Boffin Emeritus
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Re: Frame connectors
[Re: polyspheric]
#2093889
06/18/16 11:28 AM
06/18/16 11:28 AM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Bitopia
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The greatest load in racking (angular twisting of the chassis by application of power, in which the axle planes are no longer parallel) is bending in the vertical plane. More height increases stiffness, which is why rectangular frame connectors are taller than they are wide. Welding through the floor makes it a structural member, otherwise it's a big tin playing card. Compare the frame rails of 1/2 ton and 1 ton trucks - the height difference is huge. Making the tunnel taller is a key element in small sports cars - it's not just to clear the driveshaft. Taller door sills also helps, see my article here: http://victorylibrary.com/mopar/frame.htm I question the "bending" comment in the first sentence. In maybe a full cage car, I might see the Frame connector seeing bending loads when seeing power induced twisting, besides expected tension/compression, but in our unibody cars, with the stiffest item being the added frame connectors, I'm thinking torsional twist is the bigger stress. Your informative link worth reading, has one IMO extremely important point, often ignored or overlooked and worth repeating, and in design should be followed closely: "every effort should be made to attach the rear of the connector directly to the forward end of the rear spring support structure (spring hangar box, trailing arm pivot, &c.). The forward end of the connector should approach the lower control arm mount as closely as possible."
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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Re: Frame connectors
[Re: Tech Instructor]
#2093952
06/18/16 02:32 PM
06/18/16 02:32 PM
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Joined: Dec 2005
Posts: 11,558 Fulton County, PA
CMcAllister
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Fulton County, PA
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How it is installed is much more important than sizes and shapes. Welding a 4' long tube, regardless how stiff it is, to sheet metal at both ends without supporting what is in the middle, will do more flexing of the weld areas at the ends than it will to stiffen the entire unibody structure. Will it help if you decide you don't want to cut the floor? Yes. But it's not as effective.
If the results don't match the theory, change the theory.
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Re: Frame connectors
[Re: Tech Instructor]
#2094974
06/20/16 02:18 PM
06/20/16 02:18 PM
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Joined: Apr 2006
Posts: 4,220 West Plains, MO
DrCharles
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This may be a dumb question, but you're talking about round tube (going all the way through the torsion bar crossmember), right? Could this be done with 2x3 1/8-wall box tubing also? The way I usually see it installed is with a 2x6" piece of 1/8" plate welded to the box tubing and then the plate welded to the rear side of the crossmember... Sounds like a big hunk to cut out though.
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Re: Frame connectors
[Re: DrCharles]
#2095020
06/20/16 03:05 PM
06/20/16 03:05 PM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Not sure what the OP's exact plan was, in my case, when possible, especially when floor pans were removed, I addressed this transfer stress forward issue by adding internal gussets, as needed, inside the TB crossmember where the FC attach. I'd be hesitant to think cutting out big chunks would be best solution, in the big picture.
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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Re: Frame connectors
[Re: DrCharles]
#2095037
06/20/16 03:37 PM
06/20/16 03:37 PM
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Joined: Jan 2004
Posts: 8,257 fredericksburg,va
cudaman1969
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fredericksburg,va
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This may be a dumb question, but you're talking about round tube (going all the way through the torsion bar crossmember), right? Could this be done with 2x3 1/8-wall box tubing also? The way I usually see it installed is with a 2x6" piece of 1/8" plate welded to the box tubing and then the plate welded to the rear side of the crossmember... Sounds like a big hunk to cut out though. Right, just welding to the crossmember is not strong by itself, if tied to the floor pan, much stronger. Have to remember the sills and tunnel are supporting in the same way, just not tied as good. Welding all the seams, instead of spot welds, would help. Enough flexing(after 50 years) they get loose.
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Re: Frame connectors
[Re: Tech Instructor]
#2095050
06/20/16 03:47 PM
06/20/16 03:47 PM
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Joined: Apr 2006
Posts: 4,220 West Plains, MO
DrCharles
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Thanks cudaman. I realize it'd be stronger welded to the floor pan everywhere, but there is considerable disagreement (over on FABO, for example) as to just how much stronger... http://www.forabodiesonly.com/mopar/threads/sub-frame-connectors-please-build-them-correctly.286631/What I really want to know is, could I cut a 2x3" hole in both the front and rear sides of the t-bar crossmember and slide the box tubing all the way through and weld both sides (as Monte recommended with the round tube)? Again, that would definitely be stronger than a plate connection to only the rear face of the crossmember, but will it be enough stronger to complicate the installation that way.
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Re: Frame connectors
[Re: DrCharles]
#2095142
06/20/16 06:21 PM
06/20/16 06:21 PM
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Joined: Jan 2004
Posts: 8,257 fredericksburg,va
cudaman1969
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Thanks cudaman. I realize it'd be stronger welded to the floor pan everywhere, but there is considerable disagreement (over on FABO, for example) as to just how much stronger... http://www.forabodiesonly.com/mopar/threads/sub-frame-connectors-please-build-them-correctly.286631/What I really want to know is, could I cut a 2x3" hole in both the front and rear sides of the t-bar crossmember and slide the box tubing all the way through and weld both sides (as Monte recommended with the round tube)? Again, that would definitely be stronger than a plate connection to only the rear face of the crossmember, but will it be enough stronger to complicate the installation that way. Are you lining up the tubing with the front frame and rear frame? If so, yes do that. I attach to the frames by going through the crossmember. Just cut out a section of floor over the frame and crossmember then notch and set the tubing down into the frame and x member (back too). More work but you know it's welded strong and will be no flex. Then you have a full frame from front to back, not just a connector. Easier to weld up top too
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Re: Frame connectors
[Re: jcc]
#2095434
06/21/16 02:27 AM
06/21/16 02:27 AM
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Joined: Jan 2004
Posts: 8,257 fredericksburg,va
cudaman1969
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This cutting the huge percentage wise holes in the TB crossmember seems to ignore the main purpose of the crossmember's function, and effectively weakens it, to gain stiffness of the FC. The TB crossmeber is ALWAYS taking load, except when on jackstands or wheelstand when airborne. The FC does not. I would strongly suggest thinking this solution, at this scale (size of holes), over very carefully, as it is hard to reverse. I mentioned and others have mentioned alternative solutions. So you cut holes-whatever and not weld them back to the new tubing (box or round)?? The x member is SPOT welded to the sill and SPOT welded to the front frame, now a tube is laid into the x member, welded all around, and the x member is weaker? I'm sure some person can botch this up with sloppy welds-poor fitment but done properly it will be stronger.
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Re: Frame connectors
[Re: cudaman1969]
#2095521
06/21/16 10:17 AM
06/21/16 10:17 AM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Yes the crossmember is weaker, but my concern is more with larger holes and their shape, like the 2x3 already mentioned, any hole makes it weaker, even when the cut out is welded 100%, unless the intersecting member has its own internally added gusset, the point being, bigger hole is worse. Whether the decrease in strength is acceptable, is why people drive fords, chevys, and mopars.
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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Re: Frame connectors
[Re: Tech Instructor]
#2095602
06/21/16 12:50 PM
06/21/16 12:50 PM
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Joined: Oct 2008
Posts: 1,176 East Coast
A/MP
super stock
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super stock
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East Coast
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I can understand that cutting front and rear holes in the front member is stronger if you have a new chassis. If we are speaking of factory steel that is 50+ years old, I'd say no. I don't like hanging pipe just off the back side if the crossmember. After looking at bolt on frame connectors, I built a flange that gives me some beef to hang that connector while I also tie it directly, at that point, to the crossmember. Then I pick up a few more good tacks where the flange meets the crossmember, about 2-3" right and left. For my next build, I will fabricate a U channel that I will slip over the crossmember with welds on both sides. This should strengthen the crossmember. It will then place stress where the frame connector is attached. I never believed that the factory sheet metal and tubing was ever that great. Add 50+ years of stress and rust and then add heat from your welds and it just adds the to weakness of the steel in general. So whatever bracing that you can do to force the load over a longer distance, is in my opinion, a better solution.
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Re: Frame connectors
[Re: jcc]
#2095616
06/21/16 01:25 PM
06/21/16 01:25 PM
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Joined: Nov 2004
Posts: 6,890 North Alabama
Monte_Smith
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This cutting the huge percentage wise holes in the TB crossmember seems to ignore the main purpose of the crossmember's function, and effectively weakens it, to gain stiffness of the FC. The TB crossmeber is ALWAYS taking load, except when on jackstands or wheelstand when airborne. The FC does not. I would strongly suggest thinking this solution, at this scale (size of holes), over very carefully, as it is hard to reverse. I mentioned and others have mentioned alternative solutions. You could take a hole saw and cut holes all through the TB crossmember and not weaken it. You could also do the same to your front frame rails and 2x3 subframe connectors and not weaken them in the direction they are designed to support. This is simple engineering principles. The purpose of the TB crossmember is to hold the front of the car up. That's where the springs(torsion bars) mount. The bars are basically trying to twist that crossmember out of the car in a vertical motion. Since they can't twist the crossmember out, they push the car up. Drilling holes will not effect the strength of that crossmember in a vertical plane. Plus when I say I cut holes, I do it for a purpose. I cut a hole right behind the front frame rail and actually insert my tubing up INTO to the front frame rail and plug weld it, plus plate it inside the TB crossmember, as well as plating the outside where the tubing enters. All this actually ties the frame connector TO the front frame, which is the point of the entire exercise. Frame ties do exactly THAT. They tie the front and rear frame rails together...........so to properly DO that, the tie needs to actually attach TO the front frame rail, not the backside of a sheetmetal crossmember welded behind it. As I said, I run the tie inside the front rail, but I have seen guys bring the tubing through the TB member and weld it to a plate on the side of front frame rail, where it kicks out
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Re: Frame connectors
[Re: Tech Instructor]
#2095635
06/21/16 01:55 PM
06/21/16 01:55 PM
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Joined: Dec 2005
Posts: 11,558 Fulton County, PA
CMcAllister
Mr. Helpful
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Mr. Helpful
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Fulton County, PA
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Drilling or cutting a hole through a piece of tube or box, passing a piece of tube or box of proper strength through it and welding both sides is much preferred (to me anyways) to just welding something to the side of the main member. Especially if it is subject to flex. It acts as a reinforcement to the main member rather than flexing and maybe cracking it at the weld. Done all the time, suspension mounts, weight bars, anything substantial or heavy enough to crack the piece it's being attached to.
If the results don't match the theory, change the theory.
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Re: Frame connectors
[Re: Monte_Smith]
#2095720
06/21/16 04:14 PM
06/21/16 04:14 PM
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Joined: Jan 2004
Posts: 8,257 fredericksburg,va
cudaman1969
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This cutting the huge percentage wise holes in the TB crossmember seems to ignore the main purpose of the crossmember's function, and effectively weakens it, to gain stiffness of the FC. The TB crossmeber is ALWAYS taking load, except when on jackstands or wheelstand when airborne. The FC does not. I would strongly suggest thinking this solution, at this scale (size of holes), over very carefully, as it is hard to reverse. I mentioned and others have mentioned alternative solutions. You could take a hole saw and cut holes all through the TB crossmember and not weaken it. You could also do the same to your front frame rails and 2x3 subframe connectors and not weaken them in the direction they are designed to support. This is simple engineering principles. The purpose of the TB crossmember is to hold the front of the car up. That's where the springs(torsion bars) mount. The bars are basically trying to twist that crossmember out of the car in a vertical motion. Since they can't twist the crossmember out, they push the car up. Drilling holes will not effect the strength of that crossmember in a vertical plane. Plus when I say I cut holes, I do it for a purpose. I cut a hole right behind the front frame rail and actually insert my tubing up INTO to the front frame rail and plug weld it, plus plate it inside the TB crossmember, as well as plating the outside where the tubing enters. All this actually ties the frame connector TO the front frame, which is the point of the entire exercise. Frame ties do exactly THAT. They tie the front and rear frame rails together...........so to properly DO that, the tie needs to actually attach TO the front frame rail, not the backside of a sheetmetal crossmember welded behind it. As I said, I run the tie inside the front rail, but I have seen guys bring the tubing through the TB member and weld it to a plate on the side of front frame rail, where it kicks out Exactly, what I was trying to say and what I do, you said it much better.
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Re: Frame connectors
[Re: cudaman1969]
#2095741
06/21/16 04:50 PM
06/21/16 04:50 PM
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Joined: Dec 2003
Posts: 22,696 Bitopia
jcc
If you can't dazzle em with diamonds..
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If you can't dazzle em with diamonds..
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Bitopia
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"You could take a hole saw and cut holes all through the TB crossmember and not weaken it. You could also do the same to your front frame rails and 2x3 subframe connectors and not weaken them in the direction they are designed to support. This is simple engineering principles."
Whatever.
Reality check, that half the population is smarter then 50% of the people and it's a constantly contested fact.
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