Originally Posted by eljefino
Those bottom rungs "should" just be stiffeners under light load-- yes the legs will want to "split" away from center but they have solid welds up top with lots of contact. Still, I'm not a jack stand engineer, and can't recommend someone go against their better instincts and potentially compromise their safety.
The force that those stiffeners are resisting is:
F=(W/3)*Tanα*Cos30°
Where W is the weight applied to the jack and α is the angle between the leg and the vertical, which judging by the photo appears to be 30°
For a load of 6000 lbs that force is 1000 lbs Which i don't think is a small enough force to be dismissed like many here are suggesting, and I wouldn't trust that weld from the third photo to hold it.
Now, certainly you could make a jack stand without those components or even remove them just for kicks. In that case the force trying to rip apart the leg from the central support, or the force that the welds from the last photo will be resisting is:
F=(W/3)*Tanα
Which for our load of 6000 lbs is 1155 lbs
Are those welds strong enough to resist that kind of force?
Maybe, but even if the stand could work without problems without the cross members, I don't think they should be treated as "aesthetic enhancers" but as an integral part of the design.
In short, yes, those welds are wrong.