Ball Screw Actuator 16-80x80 open/200sl/20x20
SL7017N
Application
Standard Delivery:
Complete linear actuator inclusive track profile and carriage, pulley assembly with customer-specific motor connection.
Technical Data:
- drive end on customer request, maximum permissble Ø14mm
- use only with wiper and lubrication system
- lubrication intervals according to loading
- crititacl rotation speed and bending on page F-37 (catalogue)
Optional:
proximity and end of stroke switches, end stops, motor coupling, motors, energy cable
Carriage Options:
Carriage lengths of up to 2.3m are available. For high load systems it may be advisable to add further rollers. By having a combination of guidance and flat faced rollers the permissible actuator loading values may be increased. For long period of continious operation it is advisable to use our external lubrication system type E. Strengthened bearings on request.
Complete linear actuator inclusive track profile and carriage, pulley assembly with customer-specific motor connection.
Technical Data:
- drive end on customer request, maximum permissble Ø14mm
- use only with wiper and lubrication system
- lubrication intervals according to loading
- crititacl rotation speed and bending on page F-37 (catalogue)
Optional:
proximity and end of stroke switches, end stops, motor coupling, motors, energy cable
Carriage Options:
Carriage lengths of up to 2.3m are available. For high load systems it may be advisable to add further rollers. By having a combination of guidance and flat faced rollers the permissible actuator loading values may be increased. For long period of continious operation it is advisable to use our external lubrication system type E. Strengthened bearings on request.
Scope of delivery
Complete linear axis including guide profile, carriage, wiper and lubrication system, ball screw with customised drive shaft connection.
Weight | 7.3kg |
Area | 26.970cm2 |
Ix | 215.750cm4 |
Iy | 185.320cm4 |
Wx | 41.100cm3 |
Wy | 44.760cm3 |
N | |
mm | |
Gravity g = | 9.81 m/s2 |
Modulus of elasticity E = | 70 kN/mm2 |
Ix = | 215.750 cm4 |
Iy = | 185.320 cm4 |
m/Meter = | 7.310 kg |
f = | x mm |
f1: | Bending with self-weight |
f2: | Bending through influencing force [N] |
f3: | Resulting deflection |
On two stilts, distributed load
f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | 5 • F • l3 |
384 • E • I |
Fixed one-sided, pointloading
f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
3 • E • I |
On two stilts, pointloading
f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
48 • E • I |
Fixed two-sided, pointloading
f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
192 • E • I |