gbpackerfan
Member
- Joined
- Apr 14, 2004
- Messages
- 25
- Location
- northern N.C.
- Tractor
- Ford 7740,Ford3000,Farmall140,JD425,TC45D
I have only used a FEL for about 40 hrs. It is a 16LA loader on a NH TC45D. I have used a 6' bush hog at times for ballast but find it limiting in tight places so lately I have been using a 3 pt. mounted platform that measures 45" by 55" that is made out of 3" angle iron sheeted with 5/4 treated wood. I figure it weighs about 250 lbs. For added weight I put two 320 lb. blocks of concrete that I use for my aereator. I stack them on top of each other so they will be close to the tractor. I have not had any problems but at times I still feel the rearend light when I'm going straight down a hill with a loaded bucket. (bucket is low as it can be) I think this tractor has a rear lift capacity of 2330 lbs. at 24" from the balls. My 3 questions are: Would I have more stability if I placed the weights side by side with one wt. being further back from the tractor than the wts. being stacked? I stack them now because I think there is less stress on the 3 pt. hitch. I have a third 320 lb. cube that I would like to use. I would stack 2 and put the third cube next to the others but further from the tractor. This would be approx. 1210 lbs. Is this too much wt. for this tractor's 3pt. hitch? Also, if I do not stack the weights is the center of gravity of the tractor lower since the top of the weights are never over 33" from the ground? How much wt. back there is too much stress for this size tractor? Sorry ahead of time if this thread is confusing but I'm confused.