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<strong>Precision</strong> <strong>Cylinder</strong> <strong>Series</strong> <strong>MTS</strong><br />
Deflection<br />
Displacement of spline rod due to pitch moment load<br />
Displacement of the rod end when a static load is applied in the<br />
direction of the arrow, with the spline rod fully extended.<br />
Deflection<br />
ø8<br />
0.2<br />
ø25<br />
0.3<br />
Deflection (mm)<br />
0.1<br />
<strong>MTS</strong>8-30st<br />
25st 20st15st<br />
10st<br />
5st<br />
Deflection (mm)<br />
0.2<br />
0.1<br />
<strong>MTS</strong>25-200st<br />
175st<br />
150st<br />
125st<br />
100st<br />
75st<br />
50st<br />
25st<br />
0 1<br />
2<br />
3<br />
0<br />
10 20 30<br />
Lateral load (N)<br />
Lateral load (N)<br />
ø12<br />
ø32<br />
0.5<br />
0.3<br />
Deflection (mm)<br />
<strong>MTS</strong>12-100st<br />
75st<br />
50st<br />
25st<br />
Deflection (mm)<br />
0.2<br />
0.1<br />
<strong>MTS</strong>32-200st<br />
175st<br />
150st<br />
125st<br />
100st<br />
75st<br />
50st<br />
25st<br />
5 10<br />
0<br />
50 100<br />
Lateral load (N)<br />
Lateral load (N)<br />
ø16<br />
ø40<br />
0.3<br />
0.3<br />
Deflection (mm)<br />
0.2<br />
0.1<br />
<strong>MTS</strong>16-100st<br />
75st<br />
50st<br />
25st<br />
Deflection (mm)<br />
0.2<br />
0.1<br />
<strong>MTS</strong>40-200st<br />
175st<br />
150st<br />
125st<br />
100st<br />
75st<br />
50st<br />
25st<br />
10<br />
0<br />
50 100<br />
150<br />
ø20<br />
Deflection (mm)<br />
0.5<br />
0<br />
Lateral load (N)<br />
<strong>MTS</strong>20-200st<br />
175st<br />
150st<br />
125st<br />
100st<br />
75st<br />
10 20 30<br />
Lateral load (N)<br />
50st<br />
25st<br />
Lateral load (N)<br />
Design<br />
Caution<br />
1. Displacement may increase after an impact<br />
load has been applied.<br />
If an impact load is applied to the spline rod, the guide unit may<br />
be permanently deformed and displacement may increase.<br />
3-49
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