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-   -   DIY frame rail reinforcement... (https://www.miataturbo.net/general-miata-chat-9/diy-frame-rail-reinforcement-21188/)

cueball1 05-19-2008 12:55 PM

I've been wondering why more people haven't tried something like this. I was thinking about using angle iron on either side of the rail. Bolt them through the floor and to each other through the rail.

Atlanta93LE 05-19-2008 01:02 PM


Originally Posted by 91NApeewee (Post 258860)
thats cool, but the point of the FM rails is that they mount to the floor pans increase the stiffness along them.

Hit the nail on the head here. While these aluminum rails might do something, they certainly won't provide the same rigidity as the FM rails. You really need a hat-shaped section in order to attach top the floor, rather than a C-shaped channel. Remember...the end goal should be closed sections.

91NApeewee 05-19-2008 01:40 PM


Originally Posted by Atlanta93LE (Post 259067)
Remember...the end goal should be closed sections.

closed sections are not subject to Lateral Torsional Buckling :giggle:. Damn structural engineering.

But yea, it needs to somehow hold to the floor. Incorporate some L brackets maybe

Stein 05-19-2008 01:52 PM


Originally Posted by cueball1 (Post 259063)
I've been wondering why more people haven't tried something like this. I was thinking about using angle iron on either side of the rail. Bolt them through the floor and to each other through the rail.


I see where you are going with this, but I think the fact that each "half" is tied together benefits you too much to not go with a couple of hat-shaped sections like the FM ones. Wouldn't be that expensive to have a metal fab place shear them up and put them in a brake for four bends. Plus, the will likely be lower weight as well, even without the cutouts on the FM ones. Hell, you can probably hole saw some holes if you want to lower the weight. They are probably saving 2 lbs is all. Bolted wide through the floor is key here.

Atlanta93LE 05-19-2008 02:29 PM


Originally Posted by 91NApeewee (Post 259089)
closed sections are not subject to Lateral Torsional Buckling :giggle:. Damn structural engineering.

Well, they are more resistant to LTB, but they can exhibit that failure mode, especially with highly slender, nonuniform elements. I can show you some photos of it happening if you like ;)

Good to see another structural engineer here. I do structural forensics for a living.

91NApeewee 05-19-2008 02:45 PM


Originally Posted by Atlanta93LE (Post 259110)
Well, they are more resistant to LTB, but they can exhibit that failure mode, especially with highly slender, nonuniform elements. I can show you some photos of it happening if you like ;)

Good to see another structural engineer here. I do structural forensics for a living.

I believe you, lol. I was going off the frame rail lengths not being slender. I assumed their slenderness ratio would not allow LTB to govern.

also, you have a PM

miatamania 05-19-2008 03:02 PM


Originally Posted by samnavy (Post 259059)
How did you hurt your frame rails that bad in the first place?

Low + Speed bumps...mine look like a domestic violence victim.

ZX-Tex 05-19-2008 03:34 PM


Originally Posted by miatamania (Post 259134)
Low + Speed bumps...mine look like a domestic violence victim.

Same here. The driver's side one is really bad.

cueball1 05-19-2008 03:46 PM

+1 on the lowered vs speedbump problem.

Zabac 05-19-2008 04:02 PM

Mine suffered when I tried to grind a curb skater style :(

UrbanSoot 05-19-2008 05:07 PM

ah screw you guys.... every week you disappoint me by making good shit from useless crap :/

kind of makes me want to hang myself for spending all that precious $$ :/

MX54PLA 05-19-2008 06:12 PM


Originally Posted by samnavy (Post 259059)
What exactly did that entail?
I can see some grinder work and perhaps some hammering. Was it that the rail was slightly wider than the track in the bracing, or was your rail uneven down it's length and you just smoothed it out.

How did you hurt your frame rails that bad in the first place?
What is the width of the rack you're using?

Do you think that these braces would "slip" over an unmolested frame rail?
What would be ideal is if the brace .001" wider than the rail and you would simply tap it up into place with a rubber mallet. Rigging up a crossbrace would be a really simple proposition.

Is there any dramatic difference in the undercarriage between the years. I know FM's brace is "universal", but is there anything to consider along those lines?

1. The massaging was a bit of hammering and a wire wheel. The rail was squished from previous owner probably using it as jacking points:bang:...also the rails had a whole bunch of spray undercoating on them (I shipped the car over from Hawaii)
2. Yes they would just slip over if they haden't been so bent outta shape. Light tapping with a rubber mallet worked on another miata that did same project.
3. Pretty sure the undercarriage is similar...the only thing to watch out for is fuel + brake lines.

Atlanta93LE 05-19-2008 06:23 PM

Look into the test method FM did to quantify the stiffness increase from their rails (on their site I believe). Do the same test with your car. Compare results.


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