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Narrowing Type 1 Beam http://www.dlkweb.org/phpBB3/viewtopic.php?f=18&t=757 |
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Author: | Chris P [ Sun Mar 29, 2009 2:20 pm ] |
Post subject: | Re: Narrowing Type 1 Beam |
If you narrow a beam and just do the drop spindles, but later in the future decide to air bag it, do you have to make/buy a whole new beam in a different length/configuration? |
Author: | EAnderson [ Sun Mar 29, 2009 4:50 pm ] |
Post subject: | Re: Narrowing Type 1 Beam |
Chris P wrote: If you narrow a beam and just do the drop spindles, but later in the future decide to air bag it, do you have to make/buy a whole new beam in a different length/configuration? No, but allot more work has to go into it. The torsion leaves are replaced with thickwall tubing, and brackets have to be made for the bags. Along with some machine work to make moveable sections for the center of the beam, to list a few. |
Author: | Chris P [ Sun Mar 29, 2009 7:50 pm ] |
Post subject: | Re: Narrowing Type 1 Beam |
EAnderson wrote: Chris P wrote: If you narrow a beam and just do the drop spindles, but later in the future decide to air bag it, do you have to make/buy a whole new beam in a different length/configuration? No, but allot more work has to go into it. The torsion leaves are replaced with thickwall tubing, and brackets have to be made for the bags. Along with some machine work to make moveable sections for the center of the beam, to list a few. But nothing that would require gettin a whole new beam; starting from scratch, right? |
Author: | BrookShadow_RC [ Tue Mar 31, 2009 10:12 am ] |
Post subject: | Re: Narrowing Type 1 Beam |
So who needs a beam to practice on??? I know of a ball joint beam!!! |
Author: | ConcreteAce [ Tue Mar 31, 2009 11:32 am ] |
Post subject: | Re: Narrowing Type 1 Beam |
Chris P wrote: EAnderson wrote: Chris P wrote: If you narrow a beam and just do the drop spindles, but later in the future decide to air bag it, do you have to make/buy a whole new beam in a different length/configuration? No, but allot more work has to go into it. The torsion leaves are replaced with thickwall tubing, and brackets have to be made for the bags. Along with some machine work to make moveable sections for the center of the beam, to list a few. But nothing that would require gettin a whole new beam; starting from scratch, right? if you go with air shocks instead of air bags you will have no problems at all. |
Author: | Chris P [ Tue Mar 31, 2009 1:38 pm ] |
Post subject: | Re: Narrowing Type 1 Beam |
ConcreteAce wrote: Chris P wrote: EAnderson wrote: Chris P wrote: If you narrow a beam and just do the drop spindles, but later in the future decide to air bag it, do you have to make/buy a whole new beam in a different length/configuration? No, but allot more work has to go into it. The torsion leaves are replaced with thickwall tubing, and brackets have to be made for the bags. Along with some machine work to make moveable sections for the center of the beam, to list a few. But nothing that would require gettin a whole new beam; starting from scratch, right? if you go with air shocks instead of air bags you will have no problems at all. Since I have Ball Joints and Disc brakes and gonna use drop spindles, I was looking to go at least 4" because of the increased track width. So I don't think the shock towers will be staying. I would like to use the air shock approach... |
Author: | Boom [ Sun Mar 11, 2012 10:03 am ] |
Post subject: | Re: Narrowing Type 1 Beam |
anyone ever have a problem with the torsion leaves? my brothers beam was narrowed 5 inches and the shorter springs have none/very little resistance. I am not sure that the springs were working correctly before, but the amount cut would seem to make it stiffer, and its not stiff at all. any input would be greatly appreciated |
Author: | gostros [ Sun Mar 11, 2012 1:31 pm ] |
Post subject: | Re: Narrowing Type 1 Beam |
Boom wrote: anyone ever have a problem with the torsion leaves? my brothers beam was narrowed 5 inches and the shorter springs have none/very little resistance. I am not sure that the springs were working correctly before, but the amount cut would seem to make it stiffer, and its not stiff at all. any input would be greatly appreciated Sounds like that beam needs some viagra. |
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