I have nothing to gain from trying to stop people from making their own safety devices, and I do not surf TBN to attack these threads. I just simply cannot stand to see people die from very preventable mistakes. I am sure that I could make a seatbelt that may work from tying a piece of rope in a knot around my waist., but why take that chance?
There are plenty of implements that you can make at home, and fabricate yourself that will turn out great.. This has nothing to do with people complaining on TBN about homemade ROPS. Gary, you make good arguments and you have very good points and again, this is not an attack on what you are saying, however there have been multiple extensive research studies into the use of homemade ROPS, and all of the data strongly suggests against it. The physics of a tractor are different than that of a car, and you are not comparing apples to apples.
Again, if you want to make ROPS, or a cage for yourself, than that is completely up to your discretion, however in the case of this article, a 14 year old lost his life because someone felt very confident that they made a safe set up.
NIOSH FACE Program: Iowa Case Report 03IA020 | CDC/NIOSH
Again, we are all adults, and you can take what ever chances you want, but just remember that if your farm has employees, it is illegal to have a non-certified ROPS on your tractor for any employees to operate. If you make one, and some dies, you could also be found negligent. I understand that he is making a cage, and has a certified ROPS, but I have been to fatalities, and they are ugly. To me, it is just not worth taking the chance, or suggesting that some else takes that chance.
This is from the investigation into the 14 year olds death, and I think that we can all agree that that was an absolute tragedy, and I am sure that who ever built that set up, only had the best intentions.
ROPS appear simple and relatively easy to make, but they must have appropriate structural strength to absorb the energy and provide protection in the specified envelope in case of an overturn. Manufacturers design and test ROPS according to the ASAE 383.1 standard1,
but it is not feasible for individuals to do so. The rollbar on this tractor appeared to be built very well by a qualified welder. The rollbar itself did not suffer significant damage in the overturn. However, the mounting of the rollbar was insufficient and the forces from the overturn broke the axle housings. It is not known if this self-made rollbar would have stayed intact if mounted according to the manufacturerç—´ specifications (see Diagram). Self-made rollbars are often thought to be better than nothing for overturn protection. However, without testing, the adequacy of a self-made rollbar is questionable. Given the complexities in design and testing, it is recommended that ROPS be built only by manufacturers who can ensure that the ASAE standard requirements are met.
Just for informational purposes and not for the sake of this discussion, if you do have employees,
The law regarding ROPS is:
A ROPS used on wheel-type tractors shall meet the test and performance requirements of 29 CFR 1928.52, 1928.53, or 1926.1002 as appropriate
These are the outlines for a ROPS test, and you have to follow the lengthy tests that are outline in IAW 29 CFR 1928.52
Protective frames for wheel-type agricultural tractors -- test procedures and performance requirements. - 1928.52
W = Tractor weight (see 29 CFR 1928.51(a)) in lb (W' in kg);
Eis = Energy input to be absorbed during side loading in ft-lb (E'is in J [joules]);
Eis = 723 + 0.4 W (E'is = 100 + 0.12 W');
Eir = Energy input to be absorbed during rear loading in ft-lb (E'ir in J);
Eir = 0.47 W (E'ir = 0.14 W');
L = Static load, lbf [pounds force], (N) [newtons];
D = Deflection under L, in. (mm);
L-D = Static load-deflection diagram;
Lmax = Maximum observed static load;
Load Limit = Point on a continuous L-D curve where the observed static load is 0.8 Lmax on the down slope of the curve (see Figure C-5);
Eu = Strain energy absorbed by the frame in ft-lb (J); area under the L-D curve;
FER = Factor of energy ratio;
FERis = EuEis;
FERir = EuEir;
Pb = Maximum observed force in mounting connection under a static load, L lbf (N);
Pu = Ultimate force capacity of a mounting connection, lbf (N);
FSB = Design margin for a mounting connection; and
FSB = Pu/Pb