DaveInDenver
Middle Income Semi-Redneck
One other thing to keep in mind about these (I use the Smitty, the Warn works fine, too) is the hitch pin. Most people are using a class III hitch pin, which is typically a 5/8" pin made from C1018. This steel is not particularly strong, roughly 60 ksi yield and 5/8" pin has about 0.31 sq-in of area. It's better to use a 5/8" grade 8 bolt, which is 150 ksi. BTW, ksi short for thousands of pounds per square inch, so 120 ksi is 120,000 lbs/sq-in. The rule I remember is to take 50% of ultimate yield in tension and that is your ultimate shear yield. So a 5/8" hitch pin will yield at about 9300 lbs, where as a grade 8 bolt will yield in shear at just over 23,000 lbs.p1michaud said:The other thing to consider is that your hitch pin is designed and sized to take the load in double shear (i.e. the pin resists the cutting force due to a load right where the hitch and receiver meet). The strap loop into the hitch method works but it does apply a bending moment accross the length of the pin. Does that make sense, I wish I could find a picture to explain this better.
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