STAR – Precision Ball Screw Assemblies
STAR – Precision Ball Screw Assemblies
STAR – Precision Ball Screw Assemblies
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Permissible axial load on screw<br />
F k (buckling load)<br />
Example<br />
<strong>Screw</strong> diameter = 63 mm,<br />
lead = 10 mm,<br />
Length lk = 2.4 m<br />
End fixity II (fixed - supported)<br />
According to the graph, the theoretically<br />
permissible axial load is 360 kN.<br />
A permissible axial load on the screw of<br />
360 kN : 2 = 180 kN is achieved when<br />
applying the safety factor 2. This therefore<br />
lies above the maximum operating<br />
load of F1 = 50 kN used in our<br />
calculation example.<br />
14<br />
15<br />
F k f Fk<br />
F kzul<br />
4<br />
d2 2<br />
lk F k<br />
2<br />
f Fk value End fixity<br />
2.6 IV<br />
10.2 III<br />
20.4 II<br />
40.6 I<br />
4<br />
10<br />
(N)<br />
(N)<br />
F k = theoretically permissible axial<br />
load on screw<br />
F kzul = permissible axial load during<br />
operation<br />
f Fk = corrector value determined<br />
by bearing<br />
d 2 = root diameter (mm)<br />
see Dimension Tables<br />
l k = unsupported threaded<br />
length (mm)<br />
RE 83 301/12.99 97<br />
lk<br />
The permissible axial load on the screw F k<br />
depends on the diameter of the screw, the<br />
type of end fixity and the effective free<br />
axial load on screw F k (kN)<br />
F K<br />
3000<br />
2000<br />
1000<br />
800<br />
600<br />
500<br />
400<br />
300<br />
200<br />
100<br />
90<br />
80<br />
70<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
9<br />
8<br />
7<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1.0<br />
0.9<br />
0.8<br />
0.7<br />
0.6<br />
0.5<br />
125x10<br />
125x20<br />
100x10<br />
100x20<br />
80x10<br />
80x20<br />
63x10<br />
63x20 - 63x40<br />
50x5<br />
50x10<br />
50x20 - 50x40<br />
40x5<br />
40x10 - 40x20<br />
40x40<br />
32x5 - 32x10<br />
32x20 - 32x32<br />
25x5 - 25x10<br />
25x25<br />
20x5<br />
20x20<br />
16x5 - 16x10<br />
16x16<br />
12x5<br />
8x2.5<br />
0.1<br />
0.2 0.3<br />
(unsupported) length l k . A safety factor of<br />
g ≥ 2 should be taken into consideration<br />
when determining the permissible axial<br />
load.<br />
0.4 0.5 0.6 0.8 1<br />
0.1 0.2 0.3 0.4 0.5 0.6 0.8 1 2 3 4 5 6 7 8 9 10<br />
0.2 0.3 0.4 0.5 0.6 0.8 1<br />
2 3 4 5 6 7 8 9 10<br />
0.2 0.3 0.4 0.5 0.6 0.8 1<br />
2 3 4 5 6 7 8 9 10<br />
2 3 4 5 6 7 8 9 10<br />
Length l k (m)