HQ stud pattern, Commodore wheels
#26 _CHOPPER_
Posted 18 October 2011 - 08:32 AM
#27
Posted 18 October 2011 - 11:44 AM
i just measured my stud pattern hq or commo, from the centre of each stud they measure 70mm and the hub diameter is also 70mm. i had my rear axle stud pattern changed from torana to hq, but the studs are very close to the edge of the stud plate/hub if wish on the rear axles- only 2.8mm. im now worried if it right or safe!
as i'am putting 15x10 on them i don't want them over taking me or at worst killing me and my family. any info would be great.
Sounds like somebody has redrilled a Q PCD onto a Torana axle!
I definately wouldn't be putting 10's on that!
#28 _A9XOSS_
Posted 08 November 2011 - 07:22 PM
IMG_0153 (800x598).jpg 298.53K 10 downloads
IMG_0154 (800x598).jpg 291.77K 5 downloads
IMG_0155 (800x598).jpg 294.34K 5 downloads
Edited by A9XOSS, 08 November 2011 - 07:24 PM.
#29 _Viper_
Posted 08 November 2011 - 07:37 PM
#30 _CHOPPER_
Posted 08 November 2011 - 08:17 PM
Support.
#31 _A9XOSS_
Posted 08 November 2011 - 08:26 PM
#32 _CHOPPER_
Posted 08 November 2011 - 08:30 PM
#33 _CHOPPER_
Posted 08 November 2011 - 08:36 PM
#34
Posted 08 November 2011 - 08:39 PM
But looking at the Hoppers front brake hubs... well... they are very similar to what you have posted
But they are K1045 steel and probably alot stronger than those axles
Not sure I'd be using those ones you have personally
#35
Posted 09 November 2011 - 01:15 PM
I have heard of people machining a ring that is pressed onto the axle and welded to make the flange a larger diameter.
#36 _A9XOSS_
Posted 09 November 2011 - 01:17 PM
.
I don't like the look however I think that the stud would snap long before there was any chance of it pulling out.
I have heard of people machining a ring that is pressed onto the axle and welded to make the flange a larger diameter.
Edited by A9XOSS, 09 November 2011 - 01:20 PM.
#37 _A9XOSS_
Posted 12 November 2011 - 01:53 PM
#38 _rob350hatch_
Posted 12 November 2011 - 03:44 PM
just be carefull though your holden axles if being sourced from a tonner might have carted a ton of bricks everyday for 10 years etc etc.I have decided to change the axles all together, going to get 28 spline hq/z axles shortened and re-spline. That way I know they'll be right and most of all SAFE. Cheers.
for the cost of what you want to do v durability i bought brand new 31 spline billet axles for $800.i think its false economy to respline old axles.
i know you have a 28 spline centre but get them to 28 spline billets bullet proof and cheap for what you get
#39 _CHOPPER_
Posted 12 November 2011 - 04:59 PM
#40 _rob350hatch_
Posted 12 November 2011 - 05:07 PM
Edited by rob350hatch, 12 November 2011 - 05:09 PM.
#41 _CHOPPER_
Posted 12 November 2011 - 05:11 PM
#42 _rob350hatch_
Posted 12 November 2011 - 05:19 PM
Edited by rob350hatch, 12 November 2011 - 05:20 PM.
#43 _A9XOSS_
Posted 13 November 2011 - 08:54 PM
#44 _CHOPPER_
Posted 13 November 2011 - 09:06 PM
#45 _A9XOSS_
Posted 13 November 2011 - 09:15 PM
#46
Posted 13 November 2011 - 09:40 PM
Those studs are BS, they are not to Australian Standards. Tell them you want an engineer to look at them and see if they will certify them....they wont. I 'll see if I can dig up the standard.
#47
Posted 13 November 2011 - 10:03 PM
#48 _Bomber Watson_
Posted 13 November 2011 - 10:20 PM
sorry but i can't justify $800 for a set of axles,
Would you be able to justify it after a wheel comes off on the highway and kills someone/totals your car?
#49 _A9XOSS_
Posted 14 November 2011 - 08:48 AM
#50
Posted 04 April 2013 - 01:35 PM
Old thread, and interesting topic, but I was just told by an engineer that using HQ pattern wheels on Commo stud pattern is fine by him. As long as the center fits the wheel ok, he reasons it is an ok thing to do, and offered that each stud being out by just 0.5mm according to his calculations isn't enough to make a dangerous difference. He also said most axles that are re-holed would vary by that much anyway, and that original HQ-spec axles back in the day could have those variances.
This has confused the hell out of me given the above info. Not something I want to get wrong, but if a VSMMC-certified engineer is ok with it....
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