so, would you sign up to feed roughly 6 tons of tensile stress through the frame of your truck?Captnsim wrote:No, it would not be hard on the truck.
It's not a matter of out pulling...
Winch can pull 8K before the shear pin pops. Assuming the truck is VERY stuck, the winch and frictional drag are pulling on one end, and the doubler reduction pulleys are pulling on the other. Since you're feeding in 8K lbs on the winch side, it's doubled on the pulley side. That force is offset to the point it takes to overcome opposing forces.
Now, this is making the assumption that the truck is stuck to the point the shear pin would pop... if it's not stuck that bad, then the forces will be lower.
Most steel has a 36KSI yield point, that's pretty standard. The frame is 3/16" steel, times 6" high, 2" deep, plus the corner radii. You have roughly 2" of cross sectional area.
Based on that, you should be able to feed almost 72KSI through the frame before you reach the plastic deformation yield point....
BUT:
You won't catch me signing up to try this...
