Linear Line EN
Compact Rail
Slider load:
Horizontal movement Static test
F
F 4 F 4 F 4 F 4
F 2 F 2 F 2 F 2
b c b c b c b c
F 2
a d
P 1 =
- (
·
) - (
·
)
F
P 1-2
P 3-4 P 3 F P 3-4
b
a d
F 2
F
C R
P 1-2
P 2 =
- (
·
) + (
·
)
P 1 P 1
b
P 3-4 3
P 1-2
F 2
a d
P 3-4
P 1-2
P 3 =
+ (
·
) - (
·
)
b
b
d
P 3
P 1
P 4 P 3 P 4
P 1
a
a d
F 2
P 4 =
+ (
·
) + (
·
)
d
P 2 P 2
a
c
d
Fig. 186
d
c
Fig. 189
a
a
Note: It is defined that slider no. 4 is always located closest to the point where the force is applied. P 2 c P 2 P 4 P 2 P 4
c
P 2
Slider load:
Vertical movement Static test
P 2
P 2
b
a b
P 1 ≅ P 2 = F ·
P 1 P 1
b
F
Fig. 190
F
b
b
Note: Applies only if the distance between centers of the sliders b > 2x slider length
P 1
P 1
F
F
a
a
a
a
a
Fig. 187
F
M
a
2
Slider load:
P 1 P 1
F
M
Horizontal movement Static test
2
a
a
P 1 = F
F
M
F
M
2
2
P 1
P 1
M 2 = F · a
Fig. 191
Fig. 188
CR-105
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