Frankendave
Mechanical
- Sep 30, 2004
- 2
Hi all,
I'm after some indication that I'm heading in the right direction. I need to design a drawbar to be used underground to tow broken down trucks out of the hole, its been a few years since I've done anything like this and I'm stuck out bush with no books or notes to lean on.
So far I've worked out the force parallel to the incline (1:6) due to the mass of the truck.
Then I've basically done a dog bone design (with hole at each end for pin coupling) and used the basic stress = nominal force / area < ultimate tensile stress with a safety factor of 1.5.
I also did a quick check on the shear stress.
Am I anywhere near close or have I simplifed it too much?
Would friction increase my force needed to start towing?
Any help would be greatly appreciated
I'm after some indication that I'm heading in the right direction. I need to design a drawbar to be used underground to tow broken down trucks out of the hole, its been a few years since I've done anything like this and I'm stuck out bush with no books or notes to lean on.
So far I've worked out the force parallel to the incline (1:6) due to the mass of the truck.
Then I've basically done a dog bone design (with hole at each end for pin coupling) and used the basic stress = nominal force / area < ultimate tensile stress with a safety factor of 1.5.
I also did a quick check on the shear stress.
Am I anywhere near close or have I simplifed it too much?
Would friction increase my force needed to start towing?
Any help would be greatly appreciated