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Chat with a retired crane guy about boom angles changed my approach
I was bullshitting with this old timer named Frank at the parts counter last Tuesday. He said most operators chase hook height when they should be watching their boom angle indicator like a hawk. Told me he once watched a guy tip a 50 ton rig because he was so focused on getting the load to the 4th floor that he forgot where his boom was relative to the chart. Frank said he runs every lift at 75 degrees max unless the load is under 5k, no exceptions. I went back to the yard and checked my last three jobs and sure enough I was pushing 80 or more on half of them. Been running flatter ever since and my stability on uneven ground feels way better. Any of you guys stick to a specific angle range for general lifting?
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the_linda1mo ago
Hell yeah, Frank sounds like he knows his stuff. I had a similar wake up call years ago when I watched a guy put a 70 tonner on its side because he was running at 82 degrees and the ground shifted just a little. These charts aren't guessing, they're based on REAL physics and that 5 degree difference between 75 and 80 is a lot more than people think. On soft ground or gravel, I try to keep it at 70 or below unless the load is so light it doesn't matter. The book says one thing but your ass end settling two inches changes the whole game.
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seth_singh201mo ago
That line about "your ass end settling two inches" really sticks with me. You ever figure out a way to account for that on the fly, or is it just one of those things you develop a feel for after enough time on the machine?
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hannah4001mo ago
Read an article from a crane training institute that said most guys overestimate their boom angle by 4 to 6 degrees just from the cab perspective. They tested operators on a simulator and the visual error was wild. Started using a digital angle gauge stuck to the cab window as a backup to the dash indicator and caught myself at 82 when I thought I was at 76. Frank's 75 degree rule sounds solid if you're working on anything but perfect concrete.
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