Ronin8002
Explorer Addict
- Joined
- March 23, 2003
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- Virginia
- Year, Model & Trim Level
- 2008 XLT Ironman
Got a question for the engineer/fabricator folks out there.
I'm working with some 2" x 3" OD HREW .25" wall structural steel tubing. The piece I am using is going to be about 3" long. It is for an upper coilover shock mount.
My current design requires that I drill two 19/32" holes through two walls of the tube (the two 3" sides). A 1/2" Grade 8 bolt will be going through these holes and will be used to attach the shock, so it is a double shear setup.
Now, one of those holes is going to be going right through the seam on one of the sides of the tube. I know the seam is normally talked about as the weakest point in this type of tubing, but with the way the seam will be stressed (right on its axis, compression and tensile) will this be an issue? Corner sprung weight is 1150 lbs but since this is a suspension mount the stress will be dynamic.
I'm working with some 2" x 3" OD HREW .25" wall structural steel tubing. The piece I am using is going to be about 3" long. It is for an upper coilover shock mount.
My current design requires that I drill two 19/32" holes through two walls of the tube (the two 3" sides). A 1/2" Grade 8 bolt will be going through these holes and will be used to attach the shock, so it is a double shear setup.
Now, one of those holes is going to be going right through the seam on one of the sides of the tube. I know the seam is normally talked about as the weakest point in this type of tubing, but with the way the seam will be stressed (right on its axis, compression and tensile) will this be an issue? Corner sprung weight is 1150 lbs but since this is a suspension mount the stress will be dynamic.