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#11
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But Mike, the bolts have failed by fatigue. What you describe is a
rare occurence that would, if the force were sufficent, cause the bolts to fail at once. I know my trailer had not done any "bridging" in a very long time as I've purchased taller tires that prevent that. I have documented my repair process in a PDF file with numerous pictures. The document includes a design for a backing plate that goes under the handle. The document also gives suggestions for clamping the plate while removing the bolts. This document provides a recommended replacement bolt and a procedure for repairing the likely damage to the base of the handles as well. Eventually I'll post this at my Wing Rigger site (which I can't modify at the moment because I've replaced a computer with the web tools); for now it is posted he http://www.box.net/shared/9dvnt7qgs8 Steve Koerner (GW) |
#12
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On May 20, 7:59*am, Steve Koerner wrote:
But Mike, the bolts have failed by fatigue. *What you describe is a rare occurence that would, if the force were sufficent, cause the bolts to fail at once. *I know my trailer had not done any "bridging" in a very long time as I've purchased taller tires that prevent that. I have documented my repair process in a PDF file with numerous pictures. *The document includes a design for a backing plate that goes under the handle. *The document also gives suggestions for clamping the plate while removing the bolts. *This document provides a recommended replacement bolt and a procedure for repairing the likely damage to the base of the handles as well. *Eventually I'll post this at my Wing Rigger site (which I can't modify at the moment because I've replaced a computer with the web tools); for now it is posted he http://www.box.net/shared/9dvnt7qgs8 Steve Koerner *(GW) nice write-up. |
#13
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Unfortunately that box.net doesn't work from behind my firewall, but I
look forward to reading it this weekend. One thing I've learned with certainty from this thread is that Mike and Steve fell out of the same tree! tuN7o |
#14
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On 5/20/2011 7:59 AM, Steve Koerner wrote:
But Mike, the bolts have failed by fatigue. What you describe is a rare occurence that would, if the force were sufficent, cause the bolts to fail at once. I know my trailer had not done any "bridging" in a very long time as I've purchased taller tires that prevent that. My trailer has a 30' body,a 4' tongue, and carries 850 pounds of glider (total trailer weight: 2450 lbs). It's towed almost exclusively by a 23' motorhome. "Bridging" is the trailer's pastime on every trip, as it goes in and out of gas stations and parking lots. It's bridged hundreds of times during the 160,000 miles it's been towed, yet the bolts have not failed. I won't know if they are damaged until I remove them; however, they are still very tight. Or, maybe the metal top makes the trailer more tolerant of bridging. I doubt the tongue cracking a lot of us, including me, experienced several years ago was due to bridging; instead, the situation and symptoms were classic examples of fatigue failures induced by welding stress concentrations. In any case, the basics of the "bending" theory should be easy to check by putting jack stands under the rear of the trailer, a floor jack on the tongue, then jacking the tongue up while measuring the deflection of the trailer bottom and the movement of the trailer top. My guess is the deflections will be very small. -- Eric Greenwell - Washington State, USA (change ".netto" to ".us" to email me) |
#15
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At 19:51 20 May 2011, Tuno wrote:
Unfortunately that box.net doesn't work from behind my firewall, but I look forward to reading it this weekend. One thing I've learned with certainty from this thread is that Mike and Steve fell out of the same tree! tuN7o Surely when the top is up the gas struts are at the end of their travel, and therefore are in effect a solid, weight support, somewhere near the middle of the top. This would imply very little loading on the hinge in that position, just whatever the unbalanced load is. If , as it seems, the problem is fatigue in the bolts, as many last 15/20 years, they cannot be stressed much above the fatigue limit, so a small amount of strengthening should do it. So my thought was to drill and add a third bolt from the inside, with the nut and substantial washer inside the handle. Once in place, the existing bolts could be replaced one at a time. Can't remember using the handles anyway. However Steve's is an elegant solution. Dave |
#16
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On May 20, 7:59*am, Steve Koerner wrote:
But Mike, the bolts have failed by fatigue. *What you describe is a rare occurence that would, if the force were sufficent, cause the bolts to fail at once. *I know my trailer had not done any "bridging" in a very long time as I've purchased taller tires that prevent that. I have documented my repair process in a PDF file with numerous pictures. *The document includes a design for a backing plate that goes under the handle. *The document also gives suggestions for clamping the plate while removing the bolts. *This document provides a recommended replacement bolt and a procedure for repairing the likely damage to the base of the handles as well. *Eventually I'll post this at my Wing Rigger site (which I can't modify at the moment because I've replaced a computer with the web tools); for now it is posted he http://www.box.net/shared/9dvnt7qgs8 Steve Koerner *(GW) Nice write up but a disappointing solution. I was sure you would have bored out holes in the glass top under the handles and inserted machined spacer bosses. Those would carry the bolt clamping force directly to the front face of the trailer frame extrusion. I'm disappointed, not because you did it this way on yours, but because I was hoping you'd make a second set for me ![]() Andy |
#17
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On May 21, 12:10*am, David Salmon wrote:
At 19:51 20 May 2011, Tuno wrote: Unfortunately that box.net doesn't work from behind my firewall, but I look forward to reading it this weekend. One thing I've learned with certainty from this thread is that Mike and Steve fell out of the same tree! tuN7o Surely when the top is up the gas struts are at the end of their travel, and therefore are in effect a solid, weight support, somewhere near the middle of the top. This would imply very little loading on the hinge in that position, just whatever the unbalanced load is. If , as it seems, the problem is fatigue in the bolts, as many last 15/20 years, they cannot be stressed much above the fatigue limit, so a small amount of strengthening should do it. So my thought was to drill and add a third bolt from the inside, with the nut and substantial washer inside the handle. Once in place, the existing bolts could be replaced one at a time.. Can't remember using the handles anyway. However Steve's is an elegant solution. Dave If you decide on the third bolt method don't forget that each existing bolt has a spacer block inserted inside the front frame extrusion. Without that spacer the main function of the third bolt may be to make the other two loose. You are right about gas strut forces with the top open. The force is zero and the struts just form one arm of a triangle that would like very much to collapse. The way it would like to collapse is to move the front of the top forward and up. It's much easier to change the bolts before they fail than to get the parts into alignment after the bolts fail. Wear marks on my hinge spacer plate indicate the hinge plate had been moving in an arc about the inner bolt until the outer bolt failed. This suggests that only the outer bolt is likely to be subjected to the cyclic shear loading that is assumed to have caused the fatigue failure. It took a while to find the nuts and bolt ends. They didn't just drop on the trailer floor, they were projected over the top of the front compartment dividing wall into the wing storage area. Andy |
#18
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Come to think of it, my bolt ends were under the wing area too. Mine
must also have projected. It seems to me that would happen if the bolts failed in tension but would not happen if the bolts had become loose and were sheared. The other thing that occurred to me yesterday afternoon is that Andy's bolts failed at or near the juncture of the threaded and unthreaded portion of the bolt. That would be a location about .31 inches inside the front extrusion frame and not where the main shearing action would be expected to occur due to the plate sliding . So, although I had accepted Andy's theory just yesterday morning, now I'm having doubts. I'm back to thinking that the fatigue failure must me primarily in tension. GW |
#19
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On May 21, 10:43*am, Steve Koerner wrote:
Come to think of it, my bolt ends were under the wing area too. * Mine must also have projected. *It seems to me that would happen if the bolts failed in tension but would not happen if the bolts had become loose and were sheared. The other thing that occurred to me yesterday afternoon is that Andy's bolts failed at or near the juncture of the threaded and unthreaded portion of the bolt. *That would be a location about .31 inches inside the front extrusion frame and not where the main shearing action would be expected to occur due to the plate sliding . So, although I had accepted Andy's theory just yesterday morning, now I'm having doubts. *I'm back to thinking that the fatigue failure must me primarily in tension. GW The bolts are always in tension with the top closed even if the clamping force has reduced to zero. I don't think the fact that the bolts were under tension when they failed is inconsistent with the theory they had fatigued due to cyclic shear loading. Maybe to fully understand the failure one would have to know the diameters of all the holes the bolt passes through. It's possible the bolt experienced bending rather than true shear loading. The hinge plate outer hole is 8.8 mm. To the best of my recollection the wear marks on the hinge plate spacer were 7mm in height at the outer end. I didn't record that measurement but photo IMGP6653_edited-1 (email 5/20) shows both the hole and the wear marks and 7mm seems reasonable. Since our bolts failed in different places it's possible the failure more was different. Unfortunate that you discarded yours. It would have been interesting to see if the fracture surface looked like mine. GY |
#20
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Nice writeup Steve. You should fabricate and sell repair kits, with
the value-added bolts and backing plates. |
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