The previous owner built my bumper, it's got 2 spots for d-rings on each side of the winch plate, but neither fit my 3/4" shackles. I don't have any 1/2" to see if that is the correct size, but I assume it is, are 1/2" big enough for single point recovery? They are only rated at 2 tons instead of 4.75.. Should/Can I ream out the shackle mounts to fit 3/4"?
Member
I don't think I would bore those holes out personally. At the loads we are talking here that is about minimum distance. I usually don't like to go smaller than the radius of the hole, but it depends on material choices too.
I don't have my mechanics of materials book with me, but I could check later.
I don't have my mechanics of materials book with me, but I could check later.
So then back to the original post, is a 1/2" d-ring enough for a single point of recovery?
it's also currently big enough for the threaded part of the 3/4" to fit, so it doesn't need to be reamed a lot to allow the pin to fit.
it's also currently big enough for the threaded part of the 3/4" to fit, so it doesn't need to be reamed a lot to allow the pin to fit.
Member
The formula for shearing out of a fixing to the edge of the plate is:
F= allowable shear stress in plate * 2*e*t
where F is the force to cause failure
e is distance from fixing centre
to edge of plate
t is the plate thickness
It is normally recommended that fixings should be at least
(1.5 * "diameter of fixing") away from plate edges. ( not sure about that)
As with most steels, A36 has a density of 7,800 kg/m3 (0.28 lb/cu in). Young's modulus for A36 steel is 200 GPa (29,000,000 psi).
If you measure the other values you should be able to calculate that.
F= allowable shear stress in plate * 2*e*t
where F is the force to cause failure
e is distance from fixing centre
to edge of plate
t is the plate thickness
It is normally recommended that fixings should be at least
(1.5 * "diameter of fixing") away from plate edges. ( not sure about that)
As with most steels, A36 has a density of 7,800 kg/m3 (0.28 lb/cu in). Young's modulus for A36 steel is 200 GPa (29,000,000 psi).
If you measure the other values you should be able to calculate that.
Member
Quote:
it's also currently big enough for the threaded part of the 3/4" to fit, so it doesn't need to be reamed a lot to allow the pin to fit.
My bad. I thought you were talking about taking another 1/4" out. If you only need to take out a little then it would probably be fine.Originally Posted by hoaxci5
So then back to the original post, is a 1/2" d-ring enough for a single point of recovery?it's also currently big enough for the threaded part of the 3/4" to fit, so it doesn't need to be reamed a lot to allow the pin to fit.
1/2" ring has 20,000 lb. ultimate strength, but "working strength" is 2 tons. So probably fine
