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Old 10-14-2009, 08:36 PM   #1
derf
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Default Frame sliders as tie downs

http://www.cbr600rr.com/pages/reviews/yoyo.htm

Found this, thought it was a cool idea, use your frame sliders as tie downs for towing your bike



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Old 10-14-2009, 08:38 PM   #2
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yoyodyne makes those a friend had them and they seemed to work prety well.

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Old 10-14-2009, 08:41 PM   #3
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Yeh that is yoyodyne
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Old 10-14-2009, 09:01 PM   #4
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I don't need my frame sliders as tie downs.

I have a canyon dancer or I tie down to the forks.

I don't need my frame sliders as tie downs.

I have a canyon dancer or I tie down to the forks.
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Old 10-14-2009, 09:02 PM   #5
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Not sure what I think about those. I think I need to see them actually being used to decide if it is a good idea.
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Old 10-14-2009, 10:18 PM   #6
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Not having frame sliders, or being completely familiar with them. But from what I have seen, the sliders stick out from the side of the bike a couple inches or so, and those eye attachments probably the same. It just seems with those eye attachments being so far away from the frame, that with the use of straps there would be a lot angular downward pull (say 45 to 90 degrees). I know the frame is obviously very strong, and strong enough to take a good blow with the sliders on, but if you have a lot of tension on the straps, and the truck or trailer should take a good bounce, that tension will increase quite a bit. With that much tension, would the threads in the frame be able to withstand that much constant tension, or a quick spike in tension?

Just a quick thought when I first saw that.
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Old 10-15-2009, 07:59 AM   #7
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I don't think they'd be high enough to be much use as tie downs.
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Old 10-15-2009, 08:46 AM   #8
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Great idea.
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Old 10-15-2009, 08:51 AM   #9
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I think it's placing a great deal of levered tension load on an area thats somewhat designed to have a compression load

What do I know though...... engineering school was over a decade and a half ago
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Old 10-15-2009, 08:46 PM   #10
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Quote:
Originally Posted by CasterTroy View Post
I think it's placing a great deal of levered tension load on an area thats somewhat designed to have a compression load

What do I know though...... engineering school was over a decade and a half ago

And stayed at a Holiday Inn last night.




You took my paragraph of rambling and made it make sense in only 2 sentences. Bastard
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