You know I have spent near a lifetime on cranes but never picked a tree in all my time in the seat.
With that said & the wild pictures I have looked at on this site there is a bit more to it than some think.
#1 rule If it is not on the crane chart don't do it & always set up on firm level ground with crane matts to spread the ground pressure
#2 rule There is a hard fast rule most operators live by, know the weight of the load & the limits of the crane at all times.
#3 rule keep the boom over the load at all times
#4 Talk over all lifts with the crew, every single one so they know what to expect.
# 5 Give yourself & crane a safety factor of at least 25% of allowable load, we used to try for a 1/3.
You can figure the weight of the trees, it may take a little extra but it is worth the trouble to stay out of trouble.
OK this is what or how most crane operators have to do in the real World of comerical & heavy construction.
We are pushed by overeager management out for production. If you are slow, you are replaced. Just the no bull#### facts of life.
All of the US Army COE projects have a 2/3 safety factor that is great for the operators.
We can go home at night without worrying about our lives & for others.
All of the rental crane companies want their cranes returned in the same condition as when they left.
So if you are unsure of your lift please ask them for help, most are experinced from the getgo in rigging & making risky lifts.
There is nothing out there that has more pucker factor than a unknown weight in a unbalanced crane lift. ole Murphs law will kick in every time.
I was forced into a bad crane lift one time by management playing both ends against the middle. I either did the lift or go home.
A year later it was still being brought up in safety meetings company wide.
And they were a nationwide construction company.
The lift & the crane used was thought-up by one stupid foreman on a power trip.
The crane was a 75 ton American mobile rig using 120 ft of boom lifting the max on the chart.
But it comes out they missed the est. weight by 8000 to 10,000 lbs.
I placed the load on the side of the crane as close as possable to the crane. Centered the hook on the load & started lifting.
The boom angle indictor was straight up when the load cleared the truck. At first it would not swing, a mechanic standing by tighten the friction
I had structial failure, the outrigger seals blew. Lifted it again after blocking up, when I looked up the boom. It was bowed up out past the boom pendant lines 10 feet or more.
Management all of a sudden had other places to go.
As I swung around to where I going to set the load about 25 ft. in the air.
I started tipping over, it set down on the caps just 1 foot off from where it needed to be. The rear of the crane was 4 ft. in the air. The foreman that was still on the job shut the job down.
I would have given a hundred bucks for a picture of the boom out past the pendant lines.