scull20
New member
This is exactly my idea!
Today I made a calculation and the results is that with 3xM12 grade 10 for each bracket I get me a cover factor close to 3. The parameter are: acceleration 2G, load 1.5 tons, 9 bolt, tightening torque 75 Nm...邏邏邏
Now you can start to make fun of me......now this topic is in the pub and tomorrow I'll start my vacations...I'm relaxed...
I'm still not convinced on bolting them but I'm analizing if my is only fantasy.
View attachment 178904
You are of course checking combined shear and tension loading on these bolts correct?...and also assumed that the bottom 3 bolts are taking shear and tension, where the top 6 are only taking shear? What if the impact only occurs at the very front of the slider, then I would really only check everything against only connection location instead of 3.
As I mentioned previously, you can certainly design a bolt to take the loads. The question remains, is there enough meat in the steel of the flange of the slider for all the force to be concentrated just where its bolted, as opposed to also around the perimeter if it were welded. I'm not dumping anymore time into finding out.
...just because there's a hole, doesn't mean you should go and shove a bolt in it.
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