tesi
Guest
Hello
I was only a didactic cop making a project only that I came across a pinion to bounce on a variable section tree (report the projections on the 2 floors attached)....now my question is very simple: would it be appropriate to use a roller bearing in b where the forces in Iko are greater and instead a simple ball bearing in a?
Note 1-the material that constitutes the tree is not taken into account ( cmq tips are appreciated on how to change the geometry of the latter, although the installation must remain astonished, if the diameters and/or the exaggerated lengths are considered)
2- diameters are (from left to right) d1=25; d2=30; d3=25; d4=30; d5=40; d6=25



I was only a didactic cop making a project only that I came across a pinion to bounce on a variable section tree (report the projections on the 2 floors attached)....now my question is very simple: would it be appropriate to use a roller bearing in b where the forces in Iko are greater and instead a simple ball bearing in a?
Note 1-the material that constitutes the tree is not taken into account ( cmq tips are appreciated on how to change the geometry of the latter, although the installation must remain astonished, if the diameters and/or the exaggerated lengths are considered)
2- diameters are (from left to right) d1=25; d2=30; d3=25; d4=30; d5=40; d6=25










