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Brake reaction rod mod---Now Pics added to the thread!!


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Well-When I changed my tires to 205/50vr15's--I started having problems with suspension "kick"--could have also been the 0" offset rims I'm now using:)--So, I needed to design a more positive way to control fore'n'aft movement--took a pair of EA82 rods (larger in diameter than the EA81's)--cut off the rubber bushing ends & redesigned the body mount & rods to accept Heim joints (steel rod ends)--this allowed me to have a adjustable Caster setting & produced almost 0" fore'n'aft movement & made the up'n'down movement almost free-floating--

 

I'll post the pics in the next day or so--looks like a good mod for people that "stress" their suspensions more than normal & allows Caster change too:brow:

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Did you cover the Heim Joints? I did something similar with my '71 510, but the joint cruds-up very quickly. Might be different on the soob, as the Datsun's rods point forward.

 

(For the rest of us: Heim Joints are also known as spherical rod ends, used on race cars and industrial apps.)

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maybe so.. but i bet his way is cheaper for us po folk...
Thanks for the vote--as for the cost--two industrial CG8 joints & 1/2" grade 8 bolts ($20)--4 offset spacers to allow full travel of Heim joints ($6)--1/2" internal moly tubing (about 1'--$5)--two tube ends ($8) & some misc steel (scrap around the shop)--pair of EA82 rods ($10 from a local wrecking yard) + 3 hrs of my time to design & weld = much better handling.

 

sounds like about $50 to me--not accounting my time of course:grin:

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Did you cover the Heim Joints? I did something similar with my '71 510, but the joint cruds-up very quickly. Might be different on the soob, as the Datsun's rods point forward.

 

(For the rest of us: Heim Joints are also known as spherical rod ends, used on race cars and industrial apps.)

Well-I'll see how they go--the area is pretty well protected & I designed it to stay out of the spray--so--we will see in about a month or so---

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Sounds good at this end also. But, I'm think'g more along the lines of a Grade 5 bolt/stud instead of Grade 8. Reason being is, 8's are strong for sure, but they don't take the side impact as well as a 5 would. They, (8's), are a harder bolt/stud, good for linear stength, but they'll shear sideways at lower impact force, than what a 5 would. 8's are good for "Mega-torque" applications were linear stength is needed. 5's are a good all-around hardened bolt for toughness.

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I'll have some pics tomorrow night (forgot to take the camera with me today):-\--As for the Grade 8 vs Grade 5--Whatever works for you--I used the 8's cause I had them & the shear is over 12,000lb--The CG8's will shear at about 10,000lb--hope to NEVER have to test that on the racetrack:dead:--offroad it would be better to use the 5's--they will deform without breaking--so you could still get back after a "bash".

 

Later!!

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  • 2 weeks later...

Hey Josh!!! good to hear from you--As if I couldn't tell from the handle----Yea, We are done for the year--Final points put me in SECOND place ahead of Tony & the Ford--I was knocked over by the 'ragin 510--WAIT TIL NEXT YEAR!!!:lol: You know whats up with that---

 

Workin in the car this weekend--pulling the front off & cleaning up the flairs--got the bid on a "ahumm" early Mini front air dam that I'm going to use---Yea, I know--I know:-p---The heims are going in the front A arms on Sat---And I'm re-designing the rear suspend with un-equal A arms & coil-overs in the next few weeks--

 

As for the adjustment & how it all works--no problems as of this time--when I do the A arms, I expect that there will be next to 0 movement in the suspension--the caster available is from 0 degree to 5 positive, so you can set it almost any way you want it--I expect that the caster total will decrease as I increase the negative camber--but the amount should still be in the 2--3 positive range while allowing about 1--1.5 degree negative at the lower ball joint--I'll post pics Sunday or so as to the finished mod---the A arm will have to be slotted in a circular pattern--pics will follow----

 

Later----

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  • 1 month later...

Its been a Month & 1/2 from these pics--You can look for the lower control arm mods that were in a later thread---With proper thought you could use this mod for both raised & lowered cars--Raised cars would need the inner fulcrum point rotated to align with the control arm & lowered cars can do it like the pics show---As for the handling---First, steel parts transmit more road noise to the inside--that being said--You can place the car almost anywhere in a corner & I feel totally at ease running 3 times the "rated" speed thru a corner--the car plants within a inch or so of where I want it to & the line thru is changeable at will--I've been invited to run the car at ThunderHill next spring, so the EJ22 & the rear suspension mods have pushed the paint job to the side--I'm going to design a 8 to 11 gal tank to go under the floor in the old rear seat area so the rear can be just for the exaust & rear suspension---With no rear tank I'll be able to design a wide-based A-arm suspend--will have adjustable coil-overs with rear discs--moving the tank forward in the body will also increase traction under acceleration & inprove weight transfer under braking--Going to be very busy the next few months--I'll have pics as it goes along---

 

Dean

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Sounds good at this end also. But, I'm think'g more along the lines of a Grade 5 bolt/stud instead of Grade 8. Reason being is, 8's are strong for sure, but they don't take the side impact as well as a 5 would. They, (8's), are a harder bolt/stud, good for linear stength, but they'll shear sideways at lower impact force, than what a 5 would. 8's are good for "Mega-torque" applications were linear stength is needed. 5's are a good all-around hardened bolt for toughness.

This is only applicable if you do not torque the bolts properly. If torqued properly, grade 8 bolts do not take ANY of the shear load. The shear load is taken by the friction in the joint itself, caused by the axial tension in the bolt. In a properly designed joint, the bolt stress will not change at all with any changing joint loading. THis is why joints using grade 8 or higher bolts are refered to as "friction joints".

 

The proper torque for these bolts is generally enough to stress the bolt to around 0.8 of it's yeild stress.

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This is only applicable if you do not torque the bolts properly. If torqued properly, grade 8 bolts do not take ANY of the shear load. The shear load is taken by the friction in the joint itself, caused by the axial tension in the bolt. In a properly designed joint, the bolt stress will not change at all with any changing joint loading. THis is why joints using grade 8 or higher bolts are refered to as "friction joints".

 

The proper torque for these bolts is generally enough to stress the bolt to around 0.8 of it's yeild stress.

Agree--I like using Grade 8's--I always torque to a "proper" setting for the bolt application & have not distorted any of my "custom" parts over the years--I have done "destructive" testing on a few of those cars----:)

 

Have a few scars for my efforts----

 

Cheers!!

Dean

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  • 2 years later...

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