stp - phd, inc · stp compact slide size 08 12 16 20 25 lb 0.03 0.04 0.05 0.10 0.15 0.20 0.22 0.29...
TRANSCRIPT
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�1
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
COMPACT SLIDESTP
SIZE
08
12
16
20
25
lb0.030.040.050.100.150.200.220.290.400.650.851.030.570.871.16
kg0.0140.0180.0230.050.070.090.100.130.180.300.390.470.260.390.53
OPTION ADDERS
lb0.110.110.110.09
0.1780.2980.190.260.370.32
0.5120.6870.420.731.02
kg0.050.050.050.040.080.140.090.120.170.150.230.310.190.330.46
TRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
-AR -NRx -AEx OR NExlb
0.06
0.09
0.13
0.27
0.29
kg
0.03
0.04
0.06
0.12
0.13
SPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCEREPEATABILITYVELOCITYLUBRICATIONMAINTENANCE
SERIES STP20 psi min to 150 psi [1.4 bar min to 10 bar max] air
20° to 180°F [-6° to 82°C]+.098/-.000 in [+2.5/-0.0 mm]
±0.001 in [± .025 mm] of original position30 to 36 in/sec [0.75 m/sec] extend, 24 in/sec [0.61 m/sec] retract, (zero load at 87 psi [6 bar])
Factory lubricated for lifeField repairable
lb0.550.811.011.121.712.262.102.683.633.625.246.645.467.559.55
kgSIZE
08
12
16
20
25
0.250.370.460.510.781.030.951.221.651.642.383.012.483.434.34
BASE WEIGHTTRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
SHAFTDIAmETER
in mm
.157
.236
.315
.394
.472
4
6
8
10
12
BOREDIAmETER
in mm
.315
.472
.630
.787
.984
8
12
16
20
25
EXTENDPISTON AREA
in2 mm2
.16
.35
.62
.97
1.52
101
229
402
628
982
RETRACTPISTON AREA
in2 mm2
.12
.27
.47
.73
1.17
75
172
302
470
756
TYPICALDYNAmIC LOAD
lb N
0-2
2-4
4-8
8-16
16-32
0-9
8-18
18-36
36-71
71-142
NOTE: Thrust capacity, allowable mass, and dynamic moment capacity must be considered when selecting a slide.
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
(Extend or Retract)
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STP SLIDESLIDE SELECTIONThere are three major factors to consider when selecting a slide: thrust capacity, allowable static and dynamic moment capacity, and table deflection (as either pitch, yaw, or roll).
2
1 THRUST CAPACITYUse the effective piston area (see the table on page 21) of the slide to determine if thrust is sufficient for the applied load.
STATIC AND DYNAmIC mOmENT CAPACITYThe maximum static moments for all units are listed in the static moment chart below and must not be exceeded. The maximum allowable dynamic moment is equal to 1/10 the maximum static moment in consideration of the load inertia. Calculate static and dynamic moments of the system using the following equations and diagrams:
Mp (Pitch) = (Ah + CG) x LOAD or (Av + CG) x LOADMy (Yaw) = (Ah + CG) x LOAD or CG x LOADMr (Roll) = (Av + CG) x LOAD or CG x LOAD
(continued on following pages)
STATIC mOmENT CHART
SIZE
08
12
16
20
25
TRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
mAX PITCHmOmENT (mp)
in-lb42.41682271463514742384886644971290177279615922112
Nm4.819.025.616.539.753.626.955.175.056.2145.8200.289.9179.9238.6
mAX YAWmOmENT (my)in-lb42.41411901242984032004105584181084148866813381774
Nm4.815.921.514.033.745.522.646.363.047.2122.5168.175.5151.2200.4
mAX ROLLmOmENT (mr)in-lb677676127181181271271271550733733991991991
Nm7.68.68.614.420.520.530.630.630.662.282.982.9112112112
mOmENT ARmAh
in2.4423.8304.9142.7174.5576.3083.7115.0497.2924.2866.7219.0344.4886.8119.194
mm62.097.3
124.869.0
115.7160.294.3
128.2185.2108.9170.7229.5114.0173.0233.5
mOmENT ARmAv
in
0.335
0.453
0.492
0.61
0.748
mm
8.5
11.5
12.5
15.5
19.0
PITCH YAW ROLL
AhCG
DIST
Mp
LOAD
Av
LOADMp
CGDIST
AhCG
DIST
My
LOAD
LOAD
CGDIST
My
CGDIST
Mr
LOAD
LOADCG
DIST
Mr
Av
For more detail in determining table deflection, see following pages.
+-
+-
+ -+ -
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STP SLIDE
STATIC DEFLECTIONS IN PITCHThe graphs on this page show table pitch deflection due to static moment loads applied at distance Ah from bearing center while the unit is extended.
3
SIZE
08
12
16
20
25
TRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
mOmENT ARmAh
in2.4423.8304.9142.7174.5576.3083.7115.0497.2924.2866.7219.0344.4886.8119.194
mm62.097.3124.869.0115.7160.294.3128.2185.2108.9170.7229.5114.0173.0233.5
0 2.0[8.9]
4.0[17.8]
6.0[26.7]
8.0[35.6]
10.0[44.5]
12.0[53.4]
14.0[62.3]
LOAD lb [N] (kg x 9.8 = N )
16.0[71.2]
DEF
LECT
ION
in
[mm
]
.020[.51]
.018[.46]
.016[.41]
.014[.36]
.012[.30]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.000
SIZE 08
3" [75 mm]
2" [50 mm]
1" [25 mm]
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
.020[.51]
.018[.46]
.016[.41]
.014[.36]
.012[.30]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.000
SIZE 16
0 5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
5" [125 mm]
1-1/2" [38 mm]3" [75 mm]
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
.020[.51]
.018[.46]
.016[.41]
.014[.36]
.012[.30]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.000
SIZE 12
0
2-1/2" [60 mm]
DEF
LECT
ION
in
[mm
]
.020[.51]
.018[.46]
.016[.41]
.014[.36]
.012[.30]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.000
SIZE 25
0 10.0[44.5]
20.0[89]
30.0[133]
40.0[178]
50.0[222]
60.0[267]
70.0[312]
LOAD lb [N] (kg x 9.8 = N )
80.0[356]
6" [150 mm]
4" [100 mm]
2" [50 mm]
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
.020[.51]
.018[.46]
.016[.41]
.014[.36]
.012[.30]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.000
SIZE 20
0 10.0[44.5]
20.0[89]
30.0[133]
40.0[178]
50.0[222]
60[267]
6" [150 mm]
4" [100 mm]
2" [50 mm]
5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
4" [100 mm]
1" [25 mm]
Ah
Mp
All tabulated and plotted values are typical and were determined empirically.
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
ImPERIAL EXAmPLE:Determine the pitch deflection of a STPD125 x 6 slide at the center of gravity (CG) of a 10 lb load weight attached to the tool plate. The CG of the load is 2" further from the tool plate.
Calculate the moment of the application and the equivalent load at distance Ah.
Mp = Load x (Ah distance + CG distance) = 10 x (9.194 + 2) = 112 in-lb
Equivalent load = (Mp / Ah) = 112 / 9.194 = 12 lb
Read the graph for a 12 lb load, deflection is approximately .003".
Deflection Ratio = Deflection at tool plate / Ah distance = .003 / 9.194 = 3.26 x 10-4
Deflection at load = Deflection Ratio x (Ah + CG) = 3.26 x 10-4 x (9.194 + 2) = .0037"
mETRIC EXAmPLE:Determine the pitch deflection of a STPD525 x 150 slide at the center of gravity (CG) of a 45 N load weight attached to the tool plate. The CG of the load is 50 mm further from the tool plate.
Calculate the moment of the application and the equivalent load at distance Ah.
Mp = Load x (Ah distance + CG distance) / 1000 = 45 x (233.5 + 50) / 1000 = 12.76 Nm
Equivalent load = (Mp / Ah) x 1000 = 12.76 / 233.5 x 1000 = 55 N
Read the graph for a 55 N load, deflection is approximately .08 mm.
Deflection Ratio = Deflection at tool plate / Ah distance = .08 / 233.5 = 3.4 x 10-4
Deflection at load = Deflection Ratio x (Ah + CG) = 3.4 x 10-4 x (233.5 + 50) = .096 mm
STP SLIDEPITCH
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STP SLIDE
SIZE 25
AhMy
SIZE 16
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
0 5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
DEF
LECT
ION
in
[mm
]
0 10.0[44.5]
20.0[89]
30.0[133]
40.0[178]
50.0[222]
60.0[267]
70.0[312]
LOAD lb [N] (kg x 9.8 = N )
80.0[356]
5" [125 mm]
1-1/2" [38 mm]
6" [150 mm]
4" [100 mm]
2" [50 mm]
3" [75 mm]
.008[.20]
.007[.18]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
.002[.05]
.001[.03]
.000
.010[.25]
.009[.23]
.008[.20]
.007[.18]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
.002[.05]
.001[.03]
.000
SIZE
08
12
16
20
25
TRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
mOmENT ARmAh
in2.4423.8304.9142.7174.5576.3083.7115.0497.2924.2866.7219.0344.4886.8119.194
mm62.097.3124.869.0115.7160.294.3128.2185.2108.9170.7229.5114.0173.0233.5
SIZE 08
0 2.0[8.9]
4.0[17.8]
6.0[26.7]
8.0[35.6]
10.0[44.5]
12.0[53.4]
14.0[62.3]
LOAD lb [N] (kg x 9.8 = N )
16.0[71.2]
DEF
LECT
ION
in
[mm
]
.007[.18]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
.002[.05]
.001[.03]
.000
3" [75 mm]
1" [25 mm]
2" [50 mm]
SIZE 12
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
0 5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
4" [100 mm]
1" [25 mm]
2-1/2" [60 mm]
.007[.18]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
.002[.05]
.001[.03]
.000
SIZE 20
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
0 10.0[44.5]
20.0[89]
50.0[222]
30.0[133]
.010[.25]
.008[.20]
.006[.15]
.004[.10]
.002[.05]
.00040.0[178]
60.0[267]
6" [150 mm]
4" [100 mm]
2" [50 mm]
STATIC DEFLECTIONS IN YAWThe graphs on this page show table yaw deflection due to static moment loads applied at distance Ah from bearing center with the unit extended.
3
All tabulated and plotted values are typical and were determined empirically.
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
ImPERIAL EXAmPLE:Determine the yaw deflection of a STPD125 x 6 slide at the center of gravity (CG) of a 10 lb load weight attached to the tool plate. The CG of the load is 2" further from the tool plate.
Calculate the moment of the application and the equivalent load at distance Ah.
Mp = Load x (Ah distance + CG distance) = 10 x (9.194 + 2) = 112 in-lb
Equivalent load = (My / Ah) = 112 / 9.194 = 12 lb
Read the graph for a 12 lb load, deflection is approximately .0015".
Deflection Ratio = Deflection at tool plate / Ah distance = .0015 / 9.194 = 1.63 x 10-4
Deflection at load = Deflection Ratio x (Ah + CG) = 1.63 x 10-4 x (9.194 + 2) = .0018"
mETRIC EXAmPLE:Determine the yaw deflection of a STPD525 x 150 slide at the center of gravity (CG) of a 45 N load weight attached to the tool plate. The CG of the load is 50 mm further from the tool plate.
Calculate the moment of the application and the equivalent load at distance Ah.
My = Load x (Ah distance + CG distance) / 1000 = 45 x (233.5 + 50) / 1000 = 12.76 Nm
Equivalent load = (My / Ah) x 1000 = 12.76 / 233.5 x 1000 = 55 N
Read the graph for a 55 N load, deflection is approximately .04 mm.
Deflection Ratio = Deflection at tool plate / Ah distance = .04 / 233.5 = 1.71 x 10-4
Deflection at load = Deflection Ratio x (Ah + CG) = 1.71 x 10-4 x (233.5 + 50) = .048 mm
STP SLIDEYAW
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
3 STATIC DEFLECTION IN ROLLThe graphs on this page show table roll deflection due to static moment loads applied at distance L from the center of the bearing. Values plotted in graphs were measured at point indicated.
SIZE 16
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
0 5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
DEF
LECT
ION
in
[mm
]
SIZE 20
0 10.0[44.5]
20.0[89]
30.0[133]
40.0[178]
50.0[222]
60.0[267]
LOAD lb [N] (kg x 9.8 = N )
ALL UNITS
2" [50 mm]
SIZE
08
12
16
20
25
TRAVELin mm1231
2-1/24
1-1/235246246
255075256010038751255010015050100150
DISTANCEL
in
2
2.5
3.5
4.5
6
mm
51
64
89
114
152
DISTANCEAR
in
0.827
1.042
1.418
1.515
1.811
mm
21.0
26.5
36.0
38.5
46.0
LOAD
LAR
SIZE 08
0 2.0[8.9]
4.0[17.8]
6.0[26.7]
8.0[35.6]
10.0[44.5]
12.0[53.4]
14.0[62.3]
LOAD lb [N] (kg x 9.8 = N )
16.0[71.2]
DEF
LECT
ION
in
[mm
]
ALL UNITS
.005[.13]
.004[.10]
.003[.08]
.002[.05]
.001[.03]
.000
SIZE 12
LOAD lb [N] (kg x 9.8 = N )
DEF
LECT
ION
in
[mm
]
0 5.0[22.2]
10.0[44.5]
15.0[66.7]
20.0[89]
25.0[111]
30.0[133]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
002[.05]
.001[.03]
.000
1" [25 mm]
2-1/2 & 4"[60 & 100 mm]
.008[.20]
.007[.18]
.006[.15]
.005[.13]
.004[.10]
.003[.08]
002[.05]
.001[.03]
.000
.003[.08]
002[.05]
.001[.03]
.000
DEF
LECT
ION
in
[mm
]
SIZE 25
0 10.0[44.5]
20.0[89]
30.0[133]
40.0[178]
50.0[222]
60.0[267]
70.0[312]
LOAD lb [N] (kg x 9.8 = N )
80.0[356]
ALL UNITS
.006[.15]
.005[.13]
.004[.10]
.003[.08]
002[.05]
.001[.03]
.000
4 & 6"[100 & 150 mm]
All tabulated and plotted values are typical and were determined empirically.
STP SLIDE
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
ImPERIAL EXAmPLE:Determine the roll deflection of a STPD125 x 6 slide at the center of gravity (CG) of a 10 lb load weight at 4" from the center of the slide.
Calculate the moment of the application and the equivalent load at distance L.
Mr = Load x Distance to CG of load = 10 x 4 = 40 in-lb
Equivalent load at L = Mr / L = 40 / 6 = 6.66 lb
Read the graph for a 6.7 lb load, deflection is approximately .0005". (This is at AR distance of 1.811)
Deflection Ratio = Deflection at AR / AR distance = .0005/1.811= 2.76 x 10-4
Deflection at load = Deflection Ratio x (CG distance) = 2.76 x 10-4 x 4 = .0011"
mETRIC EXAmPLE:Determine the roll deflection of a STPD525 x 150 slide at the center of gravity (CG) of a 45 N load weight at 102 mm from center of the slide.
Calculate the moment of the application and the equivalent load at distance L.
Mr = Load x Distance to CG of load / 1000 = 45 x 102 / 1000 = 4.59 Nm
Equivalent load at L= (Mr / L) x 1000 = (4.59 / 152) x 1000 = 30.2 N
Read the graph for a 30.2 N load, deflection is approximately .013 mm. (This is at AR distance of 46 mm.)
Deflection Ratio = Deflection at AR / AR distance = .013 / 46 = 2.82 x 10-4
Deflection at load = Deflection Ratio x (CG distance) = 2.82 x 10-4 x 102 = .029 mm
STP SLIDEROLL
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mETRIC
Step 1: Determine Application Data Pick and place application as shown. Total Weight of vertical slide = 21.4 N Total Weight of gripper and tooling = 2.7 N Total Weight of gripped object = .4 N Operating pressure = 5.5 bar Required Travel = 125 mm CG Dist = 25 mm
Step 2: Determine the Total Weight of the system and the required thrust of the slide.
Calculate the Total Weight of the system: Weight of attached slide = 21.4 Weight of gripper and tooling = 2.7 Weight of gripped object = .4 Total Weight = 24.5 N
Since the application is horizontal, thrust calculation is not required at this step due to very low friction values.
Size 16 would be the minimum requirement based on the necessary travel.
Step 3: Determine static and dynamic moment capacity First check size 16 for moment capacity.
From the Static Moment Chart for Yaw moment, Maximum yaw moment (My) for a 125 mm travel = 63 Nm and Ah = 185.2 mm
My = (Ah + CG) x LOAD (Total Weight)
My Static = (.1852 + .025) x 24.5 = 5.1 Nm, okay statically
My Dynamic = 63/10 = 6.3 Nm, okay dynamically
Since Dynamic moment of the system is less than 6.3, the size 16 can be used.
Step 4: Determine the amount of Deflection
From the yaw deflection graphs, determine the amount of deflection at the tool plate by using the Total Weight calculated above and finding the crossing point for a size 16 x 125.
Approximately .10 mm of deflection at the tool plate for this application.
Note: Dynamic forces from the attached slide and gripper can cause higher deflections than the value just calculated depending on deceleration methods.
Step 5: Calculate Stopping Capacity - see page 30
ImPERIAL
Step 1: Determine Application Data Pick and place application as shown. Total Weight of vertical slide = 4.8 lb Total Weight of gripper and tooling = .6 lb Total Weight of gripped object = .1 lb Operating pressure = 80 psi Required Travel = 5" CG Dist = 1"
Step 2: Determine the Total Weight of the system and the required thrust of the slide.
Calculate the Total Weight of the system: Weight of attached slide = 4.8 Weight of gripper and tooling = .6 Weight of gripped object = .1 Total Weight = 5.5 lb
Since the application is horizontal, thrust calculation is not required at this step due to very low friction values.
Size 16 would be the minimum requirement based on the necessary travel.
Step 3: Determine static and dynamic moment capacity First check size 16 for moment capacity.
From the Static Moment Chart for Yaw moment, Maximum yaw moment (My) for a 5" travel = 558 in-lb and Ah = 7.292"
My = (Ah + CG) x LOAD (Total Weight)
My Static = (7.292 + 1) x 5.5 = 45.6 in-lb, okay statically
My Dynamic = 558/10 = 55.8 in-lb, okay dynamically
Since Dynamic moment of the system is less than 55.8, the size 16 can be used.
Step 4: Determine the amount of Deflection From the yaw deflection graphs, determine the amount of deflection at the tool plate by using the Total Weight calculated above and finding the crossing point for a size 16 x 5.
Approximately .004 of deflection at the tool plate for this application.
Note: Dynamic forces from the attached slide and gripper can cause higher deflections than the value just calculated depending on deceleration methods.
Step 5: Calculate Stopping Capacity - see page 30
STP SLIDE
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�0
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STOPPING CAPACITY SELECTIONTo determine stopping capacity, calculate total moving weight.
From Table 1, determine slide standard moving weight, add any additional weight adders due to options and add attached payload. This will be total moving weight WTM .
Example: STPD125 x 2 -AE1-AE2 with 10 lb load [STPD525 x 50-AE1-AE2 with 44.5 N load]
WTM = 2.6 lb + .29 lb + .29 lb + 10 lb = 13.18 lb [11.6 N + 1.29 N + 1.29 N + 44.5 N = 58.68 N]
Using the Kinetic Energy Graphs below, plot the total moving weight against impact velocity. If the value plotted is below the curve, then shock pads are an adequate deceleration method. If it is above the curve, hydraulic shock absorbers are required.
To determine the correct hydraulic shock absorber, complete the calculations on the next page.
SIZE
08
12
16
20
25
TRAVELin mm1231
2-1/24
1-1/235246246
2550752560
1003875
12550
10015050
100150
lb0.240.360.400.420.600.780.91.11.41.41.92.42.63.64.3
N1.11.61.81.92.73.44.04.96.26.28.510.711.616.019.1
STPmOVINGWEIGHT
WEIGHT ADDERS-AE1, -AE2,
-NE1x, -NE2xlb
0.06
0.09
0.13
0.20
0.29
in2
0.16
0.35
0.62
0.97
1.52
PISTON AREAEXTEND
in2
0.12
0.26
0.47
0.73
1.17
PISTON AREARETRACT
TABLE 1
mAXImUm ALLOWABLE KINETIC ENERGY GRAPHS FOR SHOCK PADS
N
0.27
0.42
0.58
0.91
1.29
mm2
101
226
402
628
982
mm2
75
170
302
471
756
SIZE 08
SIZE 12
SIZE 25
30.0[.76]
25.0[.63]
20.0[.51]
15.0[.38]
10.0[.25]
5.0[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
Total moving Weight lb [N]
0 1.0 2.0 3.0 4.0 5.0[4.4] [8.9] [13.3] [17.8] [22.2]
30.0[.76]
25.0[.63]
20.0[.51]
15.0[.38]
10.0[.25]
5.0[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
Total moving Weight lb [N]
0 2.0 4.0 6.0 8.0 10.0[8.9] [17.8] [13.3] [26.7] [44.5]
30.0[.76]
25.0[.63]
20.0[.51]
15.0[.38]
10.0[.25]
5.0[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
Total moving Weight lb [N]
0 5.0 10.0 15.0 20.0 25.0 30.0[22.2] [44.5] [66.7] [89.0] [111.2] [133.4]
OPTIONS -AE1 & AE2, AR
OPTION -AE1 ONLY
(kg x 9.8 = N)
(kg x 9.8 = N)
(kg x 9.8 = N)
SIZE 1630.0[.76]
25.0[.63]
20.0[.51]
15.0[.38]
10.0[.25]
5.0[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
Total moving Weight lb [N]
0 3.0 6.0 9.0 12.0 15.0[13.3] [26.7] [40.0] [53.4] [66.7]
(kg x 9.8 = N)
SIZE 2030.0[.76]
25.0[.63]
20.0[.51]
15.0[.38]
10.0[.25]
5.0[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
Total moving Weight lb [N]
0 5.0 10.0 15.0 20.0 25.0[22.2] [44.5] [66.7] [89.0] [111.2]
(kg x 9.8 = N)
STP SLIDE
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�1
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STP SLIDE
SIZE08 &12
162025
68149-01-x68015-01-x70861-01-x67127-01-x
m.0053.0061.0102.0114
STROKE
ET
TOTAL ENERGYPER CYCLE
SHOCK ABSORBER SPECIFICATIONS CHARTPHD
SHOCKABSORBER
NO.THREAD
TYPEin.210.240.400.448
Nm2.264.527.3515.26
in-lb204065135
ETCTOTAL ENERGY
PER HOUR
FG
mAX PROPELLINGFORCE
M8 x1M10 x 1M12 x 1M14 x 1.5
Nm5654124392826929400
in-lb50,000110,000250,000260,000
N200356534890
lb4580120200
SIZE 1640
[1.0]
35[.89]
30[.76]
25[.63]
20[.51]
15[.38]
10[.25]
5[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
0 5 10 15 20 25 30 35 40 45 50[.6] [1.1] [1.7] [2.3] [2.8] [3.4] [4.0] [4.5] [5.1] [5.6]
Total Energy/Cycle in-lb/c [Nm/c]
40[1.0]
35[.89]
30[.76]
25[.63]
20[.51]
15[.38]
10[.25]
5[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
0 5 10 15 20 25[.6] [1.1] [1.7] [2.3] [2.8]
Total Energy/Cycle in-lb/c [Nm/c]
SIZE 08 & 12
SIZE 20
-2
-3
-3
-2
40[1.0]
35[.89]
30[.76]
25[.63]
20[.51]
15[.38]
10[.25]
5[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150[1.1] [2.3] [3.4] [4.5] [5.6] [6.8] [7.9] [9.0] [10.2] [11.3] [12.4] [13.6] [14.7] [15.8] [16.9]
Total Energy/Cycle in-lb/c [Nm/c]
SIZE 25
-3
-2
40[1.0]
35[.89]
30[.76]
25[.63]
20[.51]
15[.38]
10[.25]
5[.13]
0
Impa
ct V
eloc
ity
in/s
ec [m
/sec
]
0 10 20 30 40 50 60 70 80[1.1] [2.3] [3.4] [4.5] [5.6] [6.8] [7.9] [9.0]
Total Energy/Cycle in-lb/c [Nm/c]
-3
-2
SYmBOLS DEFINITIONSC = Number of cycles per hourD = Cylinder bore diameter inch [mm]EK = Kinetic energy in-lb [Nm]ET = Total energy per cycle, EK + EW in-lb [Nm]ETC = Total energy per hour in-lb/hr [Nm/hr]EW = Work or drive energy in-lb [Nm]FD = Propelling force lb [N]FG = Max Propelling force lb [N]P = Operating pressure psi [bar]S = Stroke of shock absorber inch [m]V = Impact velocity in/sec [m/sec]WTM = Total moving weight lb [N or kg]
SHOCK ABSORBER SIZING CALCULATION:Follow the next six steps to size shock absorbers.
STEP 1: Identify the following parameters. These must be known for all energy absorption calculations. Variations or additional information may be required in some cases.A. The total moving weight (WTM ) to be stopped. (completed from
prior page)B. The slide velocity (V) at impact with the shock absorber.C. Number of cycles per hour.D. Orientation of the application’s motion (i.e. horizontal or vertical
application). See the next two pages.E. Operating pressure
STEP 2: Calculate the kinetic energy of the total moving weight. EK (in-lb) = .5 x WTM x V2 EK (Nm) = .5 x WTM x V2 386 9.8
orNote: WTM in kg mass may
be substituted for WTM EK (Nm) = .5 x WTM x V2 9.8
STEP 3: Calculate the propelling force (FD ) for both extend and retract. Refer to previous page for Effective Piston Areas.
Horizontal application: FD = Effective Piston Area x PVertical application: FD = (Effective Piston Area x P) ± WTM
+ indicates working with gravity, - indicates working against gravityNote: when using mm2 and bar units, it will be necessary to multiply the Effective Piston Area x P by a factor of .1 to obtain the correct unit of measure. Use Shock Absorber Specifications Chart to verify that the selected unit has an FG capacity greater than the value just calculated. If not, select a larger shock absorber or slide. Calculate the work energy input (EW = FD x S) using the travel of the shock absorber selected.
STEP 4: Calculate the total energy. ET = EK + EW
Use Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater than the value just calculated. If not, select a larger shock absorber or slide.
STEP 5: Calculate the total energy that must be absorbed per hour (ETC). ETC = ET x CUse Shock Absorber Specifications Chart to verify that the selected unit has an ETC capacity greater than the value just calculated. If not, select a larger shock absorber or slide.
STEP 6: Determine the damping constant for the selected shock absorber. Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The area (-2 or -3) that the point falls in is the correct damping constant for the application.
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
STP SLIDE
ImPERIAL
STEP 1: Application Data Example: STPD125 x 6 -NEx-NRx with a 20 lb payload on extend and 1 lb on retract.
A) WTM = Total moving weight = std moving + option adder + load Extend = 2.6 lb + .29 lb + 20 lb = 22.89 lb Retract = 2.6 lb + .29 lb + 1 lb = 3.89 lb
B) Velocity at impact: VE = 15 in/sec (extend), VR =20 in/sec (retract)
C) Number of cycles/hour: C = 800 cycles/hr
D) Application type: Horizontal
E) Operating pressure: 80 psi
STEP 2: Calculate the kinetic energy EK = .5 x WTM x V2 / 386 Extend = .5 x 22.89 x 152 / 386 = 6.67 in-lb Retract = .5 x 3.89 x 202 / 386 = 2.02 in-lb
STEP 3: Calculate the propelling force and work energy FD= Effective Piston Area x Operating Pressure Extend = 1.52 x 80 = 121.6 lb Retract = 1.17 x 80 = 93.6 lb
Use the Shock Absorber Specifications Chart to verify that the selected unit has an FG capacity greater than the value just calculated.
EW = FD x S Extend = 121.6 x .448 = 54.5 in-lb Retract = 93.6 x .448 = 41.9 in-lb
STEP 4: Calculate the total energy: ET = EK + EW
Extend = 6.67 + 54.5 = 61.17 in-lb Retract = 2.02 + 41.9 = 43.92 in-lb
Use the Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater than the value just calculated.
STEP 5: Calculate the total energy per hour: ETC = ET x C
Extend = 61.17 x 800 = 48,397 in-lb/hr Retract = 43.92 x 800 = 35,136 in-lb/hr
Use the Shock Absorber Specifications Chart to verify that the selected unit has and ETC capacity greater that the value calculated.
STEP 6: Determine the damping constant required
Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The area (-2 or -3) that the point falls in is the correct damping constant for the application.
Unit should be ordered with -NE3-NR2 options or select shock 67127-01-3 for extend and shock 67127-01-2 for retract.
SIZING EXAmPLE: HORIZONTAL APPLICATION
mETRIC
STEP 1: Application Data Example: STPD525 x 150 -NEx-NRx with a 89 N payload on extend and 4.4 N on retract.
A) WTM = Total moving weight = std moving + option adder + load Extend = 11.6 N + 1.29 N + 89 N = 101.89 N Retract = 11.6 N + 1.29 N + 4.4 N = 17.29 N
B) Velocity at impact: VE = .381 m/sec (extend), VR =.51 m/sec (retract)
C) Number of cycles/hour: C = 800 cycles/hr
D) Application type: Horizontal
E) Operating pressure: 5.5 bar
STEP 2: Calculate the kinetic energy EK = .5 x WTM x V2 / 9.8 Extend = .5 x 101.89 x .3812 / 9.8 = .75 Nm Retract = .5 x 17.29 x .512 / 9.8 = .23 Nm
STEP 3: Calculate the propelling force and work energy FD = Effective Piston Area x Operating Pressure x .1 Extend = 982 x 5.5 x .1 = 540 N Retract = 756 x 5.5 x .1 = 416 N
Use the Shock Absorber Specifications Chart to verify that the selected unit has an FG capacity greater than the value just calculated.
EW = FD x S Extend = 540 x .0114 = 6.16 Nm Retract = 416 x .0114 = 4.74 Nm
STEP 4: Calculate the total energy: ET = EK + EW
Extend = .75 + 6.16 = 6.91 Nm Retract = .23 + 4.74 = 4.97 Nm
Use the Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater than the value just calculated.
STEP 5: Calculate the total energy per hour: ETC = ET x C
Extend = 6.91 x 800 = 5,531 Nm/hr Retract = 4.97 x 800 = 3,976 Nm/hr
Use the Shock Absorber Specifications Chart to verify that the selected unit has and ETC capacity greater that the value calculated.
STEP 6: Determine the damping constant required
Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The area (-2 or -3) that the point falls in is the correct damping constant for the application.
Unit should be ordered with -NE3-NR2 options or select shock 67127-01-3 for extend and shock 67127-01-2 for retract.
S
S
LOAD
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SIZING EXAmPLE:VERTICAL APPLICATION
ImPERIAL
STEP 1: Application Data Example: STPD125 x 2 -AE1-NE1x-NRx with a 30 lb payload on extend and 1 lb on retract
A) WTM = Total moving weight = std moving + option adder + load Extend = 2.6 lb + .29 lb + .29 lb + 30 lb = 33.18 lb Retract = 2.6 lb + .29 lb + .29 lb + 1 lb = 4.18 lb
B) Velocity at impact: VE = 25 in/sec (extend), VR =20 in/sec (retract)
C) Number of cycles/hour: C = 800 cycles/hr
D) Application type: Vertical
E) Operating pressure: 80 psi
STEP 2: Calculate the kinetic energy EK = .5 x WTM x V2 / 386 Extend = .5 x 33.18 x 252 / 386 = 26.9 in-lb Retract = .5 x -4.18 x 202 / 386 = -2.2 in-lb (working against gravity)
Note: -AR option could replace -NRx option
STEP 3: Calculate the propelling force and work energy FD= (Effective Piston Area x Operating Pressure) ± WTM Extend = (1.52 x 80) + 30 = 151.6 lb (working with gravity) Retract = (1.17 x 80) - 4.18 = 89.42 lb (working against gravity)
Use the Shock Absorber Specifications Chart to verify that the selected unit has an FG capacity greater than the value just calculated.
EW = FD x S Extend = 151.6 x .448 = 67.9 in-lb Retract = 89.42 x .448 = 40.1 in-lb
STEP 4: Calculate the total energy: ET = EK + EW
Extend = 26.9 + 67.9 = 94.8 in-lb Retract = -2.2 + 40.1 = 37.9 in-lb
Use the Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater than the value just calculated.
STEP 5: Calculate the total energy per hour: ETC = ET x C
Extend = 94.8 x 800 = 75,840 in-lb/hr Retract = 37.9 x 800 = 30,320 in-lb/hr
Use the Shock Absorber Specifications Chart to verify that the selected unit has and ETC capacity greater that the value calculated.
STEP 6: Determine the damping constant required
Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The area (-2 or -3) that the point falls in is the correct damping constant for the application.
Unit should be ordered with -NE12-NR2 options or select shock 67127-01-2 for extend and shock 67127-01-2 for retract.
mETRIC
STEP 1: Application Data Example: STPD525 x 50 -AE1-NE1x-NRx with a 133 N payload on extend and 4.4 N on retract
A) WTM = Total moving weight = std moving + load Extend = 11.6 N + 1.29 N + 1.29 N + 133 N = 147.18 N Retract = 11.6 N + 1.29 N + 1.29 N + 4.4 N = 18.58 N
B) Velocity at impact: VE = .64 m/sec (extend), VR =.51 m/sec (retract)
C) Number of cycles/hour: C = 800 cycles/hr
D) Application type: Vertical
E) Operating pressure: 5.5 bar
STEP 2: Calculate the kinetic energy
EK = .5 x WTM x V2 / 9.8 Extend = .5 x 147.18 x .642 / 9.8 = 3.08 Nm Retract = .5 x -18.58 x .512 / 9.8 = -.25 Nm (working against gravity)
Note: -AR option could replace -NRx option
STEP 3: Calculate the propelling force and work energy FD= (Effective Piston Area x Operating Pressure x .1) ± WTM Extend = (982 x 5.5 x .1) + 147.18 N = 673 N (working with gravity) Retract = (756 x 5.5 x .1) - 18.58 N = 397 N (working against gravity)
Use the Shock Absorber Specifications Chart to verify that the selected unit has an FG capacity greater than the value just calculated.
EW = FD x S Extend = 673 x .0114 = 7.67 Nm Retract = 397 x .0114 = 4.53 Nm
STEP 4: Calculate the total energy: ET = EK + EW
Extend = 3.08 + 7.67 = 10.75 Nm Retract = -.25 + 4.53 = 4.28 Nm
Use the Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater than the value just calculated.
STEP 5: Calculate the total energy per hour: ETC = ET x C
Extend = 10.75 x 800 = 8600 Nm/hr Retract = 4.28 x 800 = 3424 Nm/hr
Use the Shock Absorber Specifications Chart to verify that the selected unit has and ETC capacity greater that the value calculated.
STEP 6: Determine the damping constant required
Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The area (-2 or -3) that the point falls in is the correct damping constant for the application.
Unit should be ordered with -NE12-NR2 options or select shock 67127-01-2 for extend and shock 67127-01-2 for retract.
S
LOAD
STP SLIDE
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
COMPACT SLIDESHPSPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCEREPEATABILITYVELOCITYLUBRICATIONMAINTENANCE
SERIES SHP20 psi min to 100 psi max [1.4 bar min to 6.9 bar max] air
-20° to +180°F [-29° to +82°C]Extend and retract travel adjustments standard
± 0.001 in [± .025 mm] of original position21 in/sec [0.53 m/sec] max (zero load at 100 psi [6.9 bar])
Factory lubricated for lifeField repairable
kgSIZE
08
12
16
TRAVELin mm
0.791.570.791.570.591.382.17
RODDIAmETER
in mm
BOREDIAmETER
in mm
EXTENDPISTON AREA
in2 mm2
RETRACTPISTON AREA
mAXDYNAmIC LOAD
lb
NOTE: Thrust capacity, allowable mass and dynamic moment capacity must be considered when selecting a slide.
20402040153555
.157
.236
.236
4
6
6
.315
.472
.630
8
12
16
.08
.17
.31
50
110
200
sec
TRAVELTImE
in2 mm2
.06
.13
.27
38
85
170
0.10.180.180.220.150.20.25
BASEWEIGHT
0.200.260.380.480.560.710.85
0.090.120.170.220.250.320.39
Nlb
1.13
2.25
3.38
5
10
15
Nlb
0-.84
.23-1.69
.34-2.53
0-3.75
1-7.5
1.5-11.5
TYPICALDYNAmIC LOAD
SIZE
08
12
16
NOmINAL TRAVEL
in mm0.791.570.791.570.591.382.17
20402040153555
LETTERDImABCD
08in mm
1.0820.3540.1770.125
SIZE
27.59.04.53.2
12in mm
1.3000.4800.2400.165
33.012.26.14.2
16in mm
1.4360.5700.2850.165
36.514.57.24.2
EXTEND TRAVELADJUSTmENT
RETRACT TRAVELADJUSTmENT
ADJUSTmENT mIN.SHANK LENGTH
SCREWDRIVER mAX.SHANK DIAmETER
in mm.197.197.394.394.394.394.394
55
1010101010
in mm in mm1.52.31.11.21.31.32.2
38582830333355
in mm.083.083.130.130.130.130.130
2.12.13.33.33.33.33.3
.197
.197
.394
.394
.394
.394
.394
55
1010101010
CB
EXTEND TRAVELADJUSTMENT SCREWTURN COUNTER-CLOCKWISETO REDUCE TRAVEL
RETRACT TRAVELADJUSTMENT SCREW
TURN CLOCKWISETO REDUCE TRAVEL
Ø D CLEARANCEFOR ADJUSTMENT
SCREWA
EXTEND TRAVEL ADJUSTMENT
RETRACT TRAVEL ADJUSTMENT
TRAVEL ADJUSTmENT
NOMINAL TRAVEL1.5 mm (.059")
LENGTH
MAX SHANK DIA
TRAVEL ADJUSTmENTStandard Series SHP Slides provide travel adjustment in both
the retract and extend directions. Travel adjustments are made using a small flat bladed or standard screwdriver via the adjustment holes located on the back of the slide. Series SHP Slides are designed to provide nominal travel. Using the travel adjustment screws allows reducing either the extend or retract travel by .394 in [10 mm] (.197 in [5 mm] for SHP08).
Travel adjustment requires a small flat bladed screwdriver with a minimum shank length and diameter as shown in the table below. Blade thickness should not exceed .030 in [.75 mm]. Travel adjustments should not be adjusted beyond positions shown in illustration. Loss of components or damage to the mechanism may occur if adjusted beyond the recommended limits.
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
(Extend or Retract)
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SHP SLIDESLIDE SELECTIONThere are three major factors to consider when selecting a slide: thrust capacity, allowable mass, and dynamic moment capacity.
1 THRUST CAPACITYUse the Theoretical Output Table to determine if thrust is sufficient for the applied load.
mAXImUm PAYLOAD CAPACITYAll Series SHP Slides come standard with end of travel shock pads. However, these shock pads are limited in the amount of energy that they can dissipate. Therefore, the slides have a maximum payload limit. Use the Allowable Velocity Graph to verify that the slide can carry the payload at the desired velocity.
SIZE
08
12
16
DIRECTION
RETRACT
EXTEND
RETRACT
EXTEND
RETRACT
EXTEND
THEORETICAL OUTPUT TABLE lb [N]
20 psi[1.4 bar]
1.2[5.3]1.6
[7.1]2.7
[12.0]3.5
[15.6]5.4
[24.0]6.3
[28.0]
OPERATING PRESSURE30 psi
[2.1 bar]1.8
[8.0]2.4
[10.7]4.0
[17.8]5.3
[23.6]8.1
[36.0]9.4
[41.8]
40 psi[2.8 bar]
2.4[10.7]
3.1[13.8]
5.3[23.6]
7.1[31.6]10.8
[48.0]12.5
[55.6]
50 psi[3.4 bar]
3.0[13.3]
3.9[17.3]
6.7[29.8]
8.8[39.1]13.5
[60.0]15.7
[69.8]
60 psi[4.1 bar]
3.6[16.0]
4.7[20.9]
8.0[35.6]10.6
[47.1]16.2
[72.0]18.8
[83.6]
70 psi[4.8 bar]
4.2[18.7]
5.5[24.4]
9.3[41.3]12.4
[55.1]18.9
[84.0]22.0
[97.8]
80 psi[5.5 bar]
4.8[21.3]
6.3[28.0]10.7
[47.6]14.1
[62.7]21.6
[96.0]25.1
[111.6]
90 psi[6.2 bar]
5.4[24.0]
7.1[31.6]12.0
[53.3]15.9
[70.7]24.3
[108.0]28.2
[125.3]
100 psi[6.9 bar]
6.0[26.7]
7.9[35.1]13.3
[59.1]17.6
[78.2]27.0
[120.0]31.4
[139.6]
UNITSHP08x20SHP08x40SHP12x20SHP12x40SHP 16x15SHP16x35SHP16x55
TRAVEL TImE0.10.180.180.220.150.20.25
NOTES:1) Travel time is in secondsfrom application of pressure.2) Travel times relativelyindependent of pressurebetween 60 and 100 psi.
ALLOWABLE LOAD VS. VELOCITY3.5
3
2.5
2
1.5
1
0.5
0
LOAD
lb
[N]
VELOCITY IPS [mm/sec]
1 3 5 7 9 11 13 15 17 19 21
SHP08
SHP12
SHP16
[15.6]
[13.3]
[11.1]
[8.9]
[6.7]
[4.4]
[2.2]
[25] [76] [127] [178] [229] [279] [330] [381] [432] [483] [533]
3
2
DYNAmIC mOmENT CAPACITYThe Dynamic Moment Load Graphs show the allowable load for the three most common mounting positions of the Series SHP Slide. Determine the distance “x” from the edge of the tool plate to the load center of gravity. Use the graph appropriate for the loading condition to determine the allowable load. It is generally best to keep the load center of gravity as close to the slide as possible. (See the following graphs.) If the application requires combined loading such as a horizontal pitch load combined with a roll load, if static loads exceed dynamic loads, or if there are other questions concerning the selection of an appropriate slide, please contact PHD’s Customer Service Department.
mAXImUm DYNAmIC HORIZONTAL PITCH mOmENT LOADS
“x”
+-LOAD
-3.15 -2.36 -1.57 -.79 0 .79 1.57 2.36 3.15
SIZE 122.25
2.03
1.80
1.58
1.35
1.13
.90
.68
.45
.23
0
LOAD
lb
[N]
“x” Distance, in [mm]
-3.94 -3.15 -2.36 -1.57 -.79 0 .79 1.57 2.36 3.15 3.94 4.72 5.51
[10]
[9]
[8]
[7]
[6]
[5]
[4]
[3]
[2]
[1]
[-80] [-60] [-40] [-20] [20] [40] [60] [80]
[-100] [-80] [-60] [-40] [- 20] [20] [40] [60] [80] [100] [120] [140]
SIZE 081.35
1.13
.90
.68
.45
.23
0
LOAD
lb
[N]
“x” Distance, in [mm]
[6]
[5]
[4]
[3]
[2]
[1]
Size 12 x 20 Travel
Size 12 x 40 Travel
Size 16 x 15 Travel
Size 16 x 35 Travel
Size 16 x 55 Travel
SIZE 163.60
3.15
2.70
2.25
1.80
1.35
.90
.45
0
LOAD
lb
[N]
“x” Distance, in [mm]
-5.91 -5.12 -4.33 -3.54 -2.76 -1.97 -1.18 -.39 .39 1.18 1.97 2.76 3.54 4.33 5.12 5.91
[16]
[14]
[12]
[10]
[8]
[6]
[4]
[2]
[-150] [-130] [-110] [-90] [- 70] [-50] [-30] [-10] [10] [30] [50] [70] [90] [110] [130] [150]
Size 08 x 20 Travel
Size 08 x 40 Travel
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SHP SLIDE
mAXImUm DYNAmIC ROLL mOmENT LOADS
3.60[16]
3.15[14]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0
LOAD
, lb
[N
]
“x” Distance, in [mm]
-3.94 -3.15 -2.36 -1.57 -.79 0 .79 1.57 2.36 3.15 3.94
CL
+ -“x”
LOAD
[-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100]
Size 08 with 20 mm travel
Size 08 with 40 mm travel
Size 12 with 20 mm travel
Size 12 with 40 mm travel
Size 16 with 15 mm travel
Size 16 with 35 mm travel
Size 16 with 55 mm travel
LOAD
, lb
[N
]
mAXImUm DYNAmIC VERTICAL PITCH mOmENT LOADS
“x”
+- LOAD
“x” Distance, in [mm]
3.60[16]
3.15[14]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0
[-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120] [140]-3.15 -2.36 -1.57 -.79 0 .79 1.57 2.36 3.15 3.94 4.72 5.51
Size 08
Size 12
Size 16
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SIZE08
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SLID
ES
COMPACT SLIDESiPSPECIFICATIONSSPECIFICATIONSSPECIFICAOPERATING PRESSUREOPERATING PRESSUREOPERAOPERATING TEMPERAOPERATING TEMPERAOPERA TURETING TEMPERATURETING TEMPERATRAVEL TOLERANCETRAVEL TOLERANCETRAREPEATABILITYATABILITYATVELOCITYLUBRICATIONLUBRICATIONLUBRICAMAINTENANCE
SERIES SIP20 psi min to 100 psi max [1.4 bar min to 9 bar max] air
-20° to + 180°F [-29° to + 82°C]Nominal travel, +.039/- .000 in [+ 1.0/- 0.0 mm]
± 0.001 in [± .025 mm] of original position and regulated pressure30 in/sec [0.76 m/sec] max (zero load at 100 psi [6.9 bar])
Factory lubricated for lifeField repairable
kgSIZE
12
16
20
TRAVELTRAVELTRAin mm
0.390.981.970.981.972.950.981.972.95
RODDIAmETER
in mm
BOREDIAmETER
in mm
EXTENDPISTON AREA
in2 mm2
RETRACTPISTON AREA
mAXDYNAmIC LOAD
lb
NOTE: Thrust capacity, allowacity, allowacity able mass and dynamic moment capacity must be considered when selecting a slide.
102550255075255075
sec
TRAVELTRAVELTRATImE
in2 mm2
0.030.070.140.070.140.210.070.140.21
BASEWEIGHT
0.300.350.460.710.881.041.041.261.48
0.140.160.210.320.400.470.470.570.67
Nlb Nlb
TYPICALDYNAmIC LOAD
.157
.236
.315
4
6
8
.472
.630
.787
12
16
20
.17
.31
.49
110
200
310
.16
.27
.41
100
170
260
2.25
3.38
4.50
10
15
20
0 - 2.03
.68 - 3.38
.90 - 4.5
0 - 9
3 - 15
4 - 20
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
(Extend or Retract)
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SIZE08
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SLID
ES
SIP SLIDE
SLIDE SELECTIONThere are three major factors to consider when selecting a slide: thrust capacity, dynamic moment capacity, and the allowable velocity.
1 THRUST CAPACITYTo determine if thrust is sufficient for the applied load, see previous page.
DYNAmIC mOmENT CAPACITYThe Dynamic Moment Load Graphs (pages 39 to 41) show the allowable load for the three most common mounting positions of the Series SIP Slide. Determine the distance “x” from the edge of the tool plate to the load center of gravity. Use the appropriate graph for the loading condition to determine the allowable load. It is generally best to keep the center of gravity of the load as close to the slide as possible. If the application requires combined loading such as a horizontal pitch load combined with a roll load, if static loads exceed dynamic loads, or if there are other questions concerning the selection of an appropriate slide, please contact PHD’s Customer Service Department.
ALLOWABLE VELOCITYUse the Allowable Velocity Graph to verify that the slide selected can carry the payload at the desired velocity.
2
3
5.0[22.22]
4.0[17.78]
3.0[13.33]
2.0[8.89]
1.0[4.44]
0
Load
, lb
[N]
0 10 20 30[254] [508] [762]
Velocity, in/sec [mm/sec]
ALLOWABLE LOAD VS. VELOCITY
Size 12
Size 16
Size 20
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SIZE08
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SLID
ES
SIP SLIDE
mAXImUm DYNAmIC HORIZONTAL PITCH mOmENT LOADS2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0-4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.94 4.72
[-120] [-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120]
“x” Distance, in [mm]
Load
, lb
[N]
mAXImUm DYNAmIC VERTICAL PITCH mOmENT LOADS
-4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.93 4.72[-120] [-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120]
“x” Distance, in [mm]
-4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.94 4.72[-120] [-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120]
“x” Distance, in [mm]
mAXImUm DYNAmIC ROLL mOmENT LOADS
SIP12x10SIP12x25SIP12x50
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0
Load
, lb
[N]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0
Load
, lb
[N]
SIP12x10SIP12x25SIP12x50
SIP12x10, tool plate “0”SIP12x25, tool plate “0”SIP12x50, tool plate “0”SIP12x10, rear patternSIP12x25, rear patternSIP12x50, rear pattern
“x”
LOAD+-
“x”
LOAD- +
REAR PATTERNPOSITION
TOOL PLATE“0” POSITION
LOAD
LOAD
SIZE 12
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�0
SIZE08
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SLID
ES
SIP SLIDE
mAXImUm DYNAmIC HORIZONTAL PITCH mOmENT LOADS3.60[16]
3.15[14]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0-6.30 -5.51 -4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.94 4.72 5.51 6.30[-160] [-140] [-120] [-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120] [140] [160]
“x” Distance, in [mm]
Load
, lb
[N]
mAXImUm DYNAmIC VERTICAL PITCH mOmENT LOADS
“x” Distance, in [mm]
“x” Distance, in [mm]
mAXImUm DYNAmIC ROLL mOmENT LOADS
SIP16x25SIP16x50SIP16x75
Load
, lb
[N]
Load
, lb
[N]
SIP16x25SIP16x50SIP16x75
3.60[16]
3.15[14]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0-6.30 -5.51 -4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.94 4.72 5.51 6.30[-160][-140][-120][-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120] [140] [160]
3.60[16]
3.15[14]
2.70[12]
2.25[10]
1.80[8]
1.35[6]
.90[4]
.45[2]
0-6.30 -5.51 -4.72 -3.94 -3.15 -2.36 -1.58 -.79 0 .79 1.58 2.36 3.15 3.94 4.72 5.51 6.30[-160] [-140][-120] [-100] [-80] [-60] [-40] [-20] [20] [40] [60] [80] [100] [120] [140] [160]
SIP16x25, tool plate “0”SIP16x50, tool plate “0”SIP16x75, tool plate “0”SIP16x25, rear patternSIP16x50, rear patternSIP16x75, rear pattern
“x”
LOAD+-
“x”
LOAD- +
SIZE 16
REAR PATTERNPOSITION
TOOL PLATE“0” POSITION
LOAD
LOAD
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SIZE08
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SLID
ES
mAXImUm DYNAmIC HORIZONTAL PITCH mOmENT LOADS
5.63[25]
4.50[20]
3.38[15]
2.25[10]
1.13[5]
0-7.87 -5.91 -3.94 -1.97 0 1.97 3.94 5.91 7.87[-200] [-150] [-100] [-50] [50] [100] [150] [200]
“x” Distance, in [mm]
Load
, lb
[N]
mAXImUm DYNAmIC VERTICAL PITCH mOmENT LOADS
-7.87 -5.91 -3.94 -1.97 0 1.97 3.94 5.91 7.87[-200] [-150] [-100] [-50] [50] [100] [150] [200]
“x” Distance, in [mm]
-7.87 -5.91 -3.94 -1.97 0 1.97 3.94 5.91 7.87[-200] [-150] [-100] [-50] [50] [100] [150] [200]
“x” Distance, in [mm]
mAXImUm DYNAmIC ROLL mOmENT LOADS
SIP20x25SIP20x50SIP20x75
5.63[25]
4.50[20]
3.38[15]
2.25[10]
1.13[5]
0
Load
, lb
[N]
Load
, lb
[N]
5.63[25]
4.50[20]
3.38[15]
2.25[10]
1.13[5]
0
SIP20x25SIP20x50SIP20x75
SIP20x25, tool plate “0”SIP20x50, tool plate “0”SIP20x75, tool plate “0”SIP20x25, rear patternSIP20x50, rear patternSIP20x75, rear pattern
“x”
LOAD+-
“x”
LOAD- +
SIP SLIDESIZE 20
REAR PATTERNPOSITION
TOOL PLATE“0” POSITION
LOAD
LOAD
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
Sxl/SxH COMPACT SLIDESPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCELUBRICATIONMAINTENANCE
SERIES SxL / SxH30 to 150 psi [2 to 10 bar]
-20° to 180°F [-29° to 82°C]Nominal travel +.080/-.000 in [+2 mm/-0 mm]
Factory lubricated for rated lifeField repairable
SIZE
08
TRAVELin mm1/2 121 25
1 1/2 401/2 121 25
1 1/2 402 —3 —4 —
1/2 121 25
1 1/2 402 —3 —4 —5 —6 —1 252 503 754 —5 —6 —7 —8 —1 252 503 754 —5 —6 —7 —8 —1 252 503 754 —5 —6 —7 —8 —1 —2 503 754 1005 —6 —7 —8 —1 —2 503 754 1005 —6 —7 —8 —1 —2 503 754 1005 —6 —7 —8 —
SHAFTDIAmETERin mm
.197 5
BOREDIAmETERin mm
.315 8
BASEWEIGHT
lb kg.24 .11.29 .13.34 .15.28 .13.36 .16.44 .20.52 —.68 —.84 —.79 .36.95 .431.11 .501.27 —1.59 —1.91 —2.23 —2.55 —1.72 .782.26 1.032.80 1.273.34 —3.88 —4.42 —4.96 —5.50 —2.79 1.273.62 1.644.45 2.025.27 —6.10 —6.92 —7.75 —8.58 —3.89 1.764.97 2.256.05 2.747.13 —8.21 —9.24 —10.32 —11.40 —6.86 —8.57 3.8610.28 4.6411.99 5.4113.70 —15.41 —17.12 —18.83 —10.94 —13.43 6.0815.92 7.2118.41 8.3420.90 —23.39 —25.88 —28.37 —17.26 —20.64 9.3424.03 10.8727.41 12.4130.79 —34.18 —37.56 —40.94 —
EFFECTIVE AREADIRECTION in2 mm2
EXTEND .122 78.7RETRACT .091 58.7
EXTEND .238 154RETRACT .195 126
EXTEND .487 314RETRACT .409 264
EXTEND .761 491RETRACT .639 412
EXTEND 1.247 805RETRACT 1.071 691
EXTEND 1.948 1256.8RETRACT 1.636 1055.5
EXTEND 3.043 1963.2RETRACT 2.556 1649.0
EXTEND 4.832 3117.4RETRACT 4.345 2803.2
SxLlb N— —— —— —60 26744 19634 151— —— —— —210 934190 845150 667— —— —— —— —— —280 1245190 845150 667— —— —— —— —— —423 1882419 1865323 1437— —— —— —— —— —528 2349523 2326520 2313— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —
SxHlb N46 20533 14726 11682 36559 26246 20537 —27 —21 —344 1530254 1130202 898165 —123 —98 —81 —69 —378 1681260 1156198 881158 —133 —114 —100 —89 —682 3034489 2176380 1691312 —264 —229 —202 —180 —
1209 5378950 4226750 3336605 —515 —445 —393 —352 —
1947 —1740 77401374 61121136 5053968 —843 —747 —671 —
2888 —2859 127172282 101511899 84471626 —1422 —1263 —1137 —3823 —3805 169253555 158132964 131852542 —2225 —1978 —1781 —
TYPICALDYNAmIC LOADlb N
0 - 1 0 - 4.5
mAX. STATIC LOAD
10
14
20
25
32
40
50
63
.236 6
.394 10
.472 12
.630 16
.787 20
.984 25
1.181 30
1.374 34.9
.394 10
.551 14
.787 20
.984 25
1.260 32
1.575 40
1.969 50
2.480 63
1 - 2 4.5 - 8.9
2 - 6 8.9 - 26.7
6 - 12 26.7 - 53.4
10 - 16 44.5 - 71.2
12 - 25 53.4 - 111
16 - 75 71 - 334
25 - 100 111 - 445
75 - 150 334 - 668
EXTEND .078 50.3RETRACT .058 37.4
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
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SIZE08
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SLID
ES
SxL/SxH SLIDE
SIZE081014202532405063
psi—
(L x 7.03) + 20(L x 2.87) + 20(L x 1.17) + 20(L x 0.69) + 20(L x 0.37) + 20
———
bar—
(L x 0.109) + 1.38(L x 0.044) + 1.38(L x 0.018) + 1.38(L x 0.011) + 1.38(L x 0.006) + 1.38
———
psi(L x 13.78) + 20(L x 8.34) + 20(L x 3.48) + 20(L x 1.47) + 20(L x 0.87) + 20(L x 0.48) + 20(L x 0.31) + 20(L x 0.19) + 20(L x 0.10) + 20
bar(L x 0.214) + 1.38(L x 0.129) + 1.38(L x 0.054) + 1.38(L x 0.023) + 1.38(L x 0.013) + 1.38(L x 0.008) + 1.38(L x 0.0046) + 1.38(L x 0.0029) + 1.38(L x 0.0015) + 1.38
SxL
APPROXImATE BREAKAWAY PRESSURESxHL = EFFECTIVE LOAD AT TOOL PLATE lb [N]
BREAKAWAYBreakaway pressure is affected by several factors including the
load at the tool plate, slide travel, and lubrication condition of the unit. The following formulas yield approximate breakaway pressure for the Series SxL/SxH Slides.
20
25
32
ASIZE in
1/21
1-1/21/21
1-1/2234
1/21
1-1/223456
mm122540122540———122540—————
in.9371.4371.937.9371.4371.9372.4373.4374.4371.0621.5622.0622.5623.5624.5625.5626.562
mm23.836.549.223.836.549.2———
27.039.752.4—————
08
TRAVEL
10
14
ASIZE in
123456781234567812345678
mm255075—————255075—————255075—————
in1.8752.8753.8754.8755.8756.8757.8758.8752.0743.0744.0745.0746.0747.0748.0749.0742.1883.1884.1885.1886.1887.1888.1889.188
mm47.673.098.4—————
52.778.1103.5
—————
55.681.0106.4
—————
TRAVEL
W (X + A)A
= EFFECTIVE LOADW
X A
40
50
63
ASIZE in
123456781234567812345678
mm—5075100—————5075100—————5075100————
in2.4313.4314.4315.4316.4317.4318.4319.4312.6273.6274.6275.6276.6277.6278.6279.6272.6873.6874.6875.6876.6877.6878.6879.687
TRAVELmm—
86.3111.3136.3
—————
91.3116.3141.3
—————
92.8117.8142.8
————
EFFECTIVE LOADAll of the loads in this catalog are given at the front of the
extended tool plate. When the load is attached to the tool plate, use the following formula and chart to calculate the effective load. This method of finding the effective load must be used for all the load carrying specifications and charts in this catalog.
SxL/SxH SLIDESLIDE SPEEDS
Slide speeds and time required for the slide to extend or retract are dependent upon many application conditions. The table below shows the approximate speed and time for units with no load and with a typical
WITH GIVEN LOAD TOTAL, mAX KE WITH -AE OPTIONNO LOAD, mAX VELOCITY
SIZE
08
in1/21
1-1/21/21
1-1/2234
1/21
1-1/223456123456781234567812345678123456781234567812345678
mm122540122540———122540—————255075—————255075—————255075——————5075100—————5075100—————5075100————
sec.023.030.037.023.030.037.044.058.072.024.032.040.048.064.080.096.112.040.056.072.088.104.120.136.152.044.067.090.113.136.159.182.205.051.082.113.144.175.206.237.268.064.091.118.145.172.199.226.253.066.099.132.165.198.231.264.297.092.134.176.218.260.302.344.386
TRAVELEXTEND
TImEin/sec
8610513086105130130130130829812012012012012012010011011011011011011011078757272727272725048464646464646688299897868595976747168656057546258545048484848
PEAK SPEEDm/sec2.182.673.302.182.673.303.303.303.302.082.493.053.053.053.053.053.052.542.792.792.792.792.792.792.791.981.911.831.831.831.831.831.831.271.221.171.171.171.171.171.11.732.082.512.261.981.731.501.501.931.881.801.731.651.521.451.371.571.471.371.271.221.221.221.22
sec.026.034.042.026.033.040.047.061.075.024.032.040.048.064.080.096.112.040.056.072.088.104.120.136.152.047.070.093.116.139.162.185.208.057.093.129.165.201.237.273.3090.0700.1000.1300.1600.1900.2200.2500.2800.0720.1050.1380.1710.2040.2370.2700.3030.092.140.188.236.284.332.380.428
TImERETRACT
in/sec709311584100120120120120829812012012012012012010011011011011011011011078757272727272724240383838383838617184746359545469575755525047445754524848484848
PEAK SPEEDm/sec1.782.362.922.132.543.053.053.053.052.082.493.053.053.053.053.053.052.542.792.792.792.792.792.792.791.981.911.831.831.831.831.831.831.071.020.970.970.970.970.970.971.551.802.131.881.601.501.371.371.751.451.451.401.321.271.191.121.451.371.321.221.221.221.221.22
sec.079.092.110.085.113.140.165.216.268.082.113.143.165.216.268.320.371.139.191.242.294.346.397.449.501.132.184.235.287.339.390.442.494.126.178.229.281.333.384.436.488.131.183.234.286.338.389.441.493.198.250.301.353.405.456.508.560.1461.98.249.301.353.404.456.508
TImEin/sec
2424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424
ImPACT SPEEDm/sec0.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.61
EXTEND RETRACT
sec.079.092.110.085.119.152.166.217.269.082.114.145.166.217.269.321.372.143.195.246.298.350.401.453.505.137.189.240.292.344.395.447.499.132.184.235.287.339.390.442.4940.1420.1940.2450.2970.3490.4000.4520.5040.2560.3080.3590.4110.4630.5140.5660.6180.1690.2210.2720.3240.3760.4270.4790.531
TImEin/sec
2424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424242424
ImPACT SPEEDm/sec0.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.610.61
TOTAL mOVINGLOAD WEIGHT
lb
1
NOTE: The approximate tabled time and speed is based on:1) Sizes 08 - 32 mm- line pressure 87 psi, 2) Valve rated at 1.35 CV2, 3) .28 I.D. tubing, 4) Horizontal operation2) Sizes 40 & 50 mm- line pressure 87 psi, 2) Valve rated at 5.1 CV2, 3) .281 ID tubing, 4) Horizontal operation3) Size 63 mm- line pressure 87 psi, 2) Valve rated at 5.1 CV2, 3) .39 ID tubing, 4) Horizontal operation
N
4.4
10
14
20
25
32
40
50
63
2
4
10
16
25
35
47
61
8.9
17.8
44.5
71.2
111.2
156
209
272
attached load weight as listed to the right of the table. NOTE: Flow controls are highly recommended to control impact velocity within maximum allowable kinetic energy as specified in the Sizing Catalog.
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SxL/SxH SLIDE
DEF
LECT
ION
in [m
m]
DEF
LECT
ION
in [m
m]
8 mm Bore0.008 [.2032]
0.007 [.1778]
0.006 [.1524]
0.005 [.1270]
0.004 [.1016]
0.003 [.0762]
0.002 [.0508]
0.001 [.0254]
00 0.5 1 1.5 2 2.5 3 3.5 4
[2.22] [4.45] [6.67] [8.90] [11.1] [13.3] [15.6] [17.8]
LOAD lb [N]
25 mm Bore0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
00 10 20 30 40 50 60
[44.5] [89] [133] [178] [222] [267]
LOAD lb [N]
32 mm Bore0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
DEF
LECT
ION
in [m
m]
0 10 20 30 40 50 60 70 80[44.5] [89] [133] [178] [223] [267] [311] [356]
LOAD lb [N]
0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
DEF
LECT
ION
in [m
m]
40 mm Bore
0 20 40 60 80 100 120 140 160[89] [178] [267] [356] [445] [534] [623] [712]
LOAD lb [N]
DEF
LECT
ION
in [m
m]
0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
20 mm Bore
0 5 10 15 20 25 30 35 40 45[22.2] [44.5] [66.7] [89.0] [111] [133] [1560] [178] [200]
LOAD lb [N]
DEF
LECT
ION
in [m
m]
DEF
LECT
ION
in [m
m]
0.030 [.7620]
0.027 [.6858]
0.024 [.6096]
0.021 [.5334]
0.018 [.4572]
0.015 [.3810]
0.012 [.3046]
0.009 [.2286]
0.006 [.1524]
0.003 [.0762]
0
10 mm Bore
0 1 2 3 4 5 6 7 8 9[4.45] [8.90] [13.3] [17.8] [22.2] [26.7] [31.1] [35.6] [40.0]
LOAD lb [N]
0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
14 mm Bore
0 5 10 15 20 25 30 35 40 45[22.2] [44.5] [66.7] [89] [111] [133] [156] [178] [200]
LOAD lb [N]
1.5 in [40 mm]
1 in [25 mm]
0.5 in [12 mm]
3 in [75 mm]
2 in [50 mm]
1 in [25 mm]
4 in
5 in
6 in7 in8 in
3 in [75 mm]
2 in [50 mm]1 in [25 mm]
4 in
5 in
6 in
7 in
8 in
3 in [75 mm]2 in [50 mm]1 in
4 in [100 mm]
5 in
6 in
7 in
8 in
3 in [75 mm]
2 in [50 mm]
1 in [25 mm]
4 in
5 in6 in7 in8 in
1.5 in [40 mm]
1 in [25 mm]
0.5 in [12 mm]
2 in
3 in4 in
1.5 in [40 mm]
1 in [25 mm]
0.5 in [12 mm]
2 in
3 in
4 in5 in
6 in
LOAD VS. DEFLECTION GRAPHSThe following graphs provide a quick and easy method of
sizing and comparing each Series SxL and SxH slide. Use the deflection graphs to determine shaft deflection at the applied load.
TRAVEL in [mm]
TOTAL LOAD lb [N]
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
The deflection figures given in these graphs are based on the effect of external loads at the tool plate. NOTE: Use the effective load formulas on page 43 to find the effective total load values.
(graphs continued on next page)
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 5 15 25 35
[22.2] [66.7] [111.2] [155.7]
TOTAL mOVING WEIGHT lb [N]
VELO
CITY
in/s
ec [
m/s
ec]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 6 12 18 24 30
[27.0] [53.4] [80.1] [106.8] [133.4]
TOTAL mOVING WEIGHT lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
[2.2] [4.4] [6.7] [8.9] [11.1] [13.3] [15.6] [17.8] [20.0] [22.2]
TOTAL mOVING WEIGHT lb [N]
SxL 10 mm Bore
TOTAL mOVING WEIGHT lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 2 4 6 8 10
[8.9] [17.8] [26.7] [35.6] [44.5]
SxL 14 mm Bore
VELO
CITY
in/s
ec [
m/s
ec]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 4 8 12 16 20
[17.8] [35.6] [53.4] [71.2] [89.0]
TOTAL mOVING WEIGHT lb [N]
SxL 20 mm Bore
SxL 32 mm Bore
.5"
1"
1.5"
.5"
1"
1.5"
1"
2"
3"
1"
2"
3"
1"
2"
3"
SxL 25 mm Bore
SxL SLIDE
DYNAmIC LOAD VS. VELOCITY GRAPHSUse the Load vs. Velocity Graphs to determine appropriate load
and velocity for each size and stroke.NOTE: Use the effective load
formulas to find the effective total load value. Use this value in the charts. Numbers are for initially lubricated bearings. If bearings are periodically lubricated, higher life expectancy and/or higher velocity may be achieved.
TRAVEL in [mm]
TOTAL MOVINGEFFECTIVE LOAD
lb [N]
0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
DEF
LECT
ION
in [m
m]
63 mm Bore
0 60 120 180 240 300 360 420 480 540[267] [534] [801] [1068] [1335] [1602] [1186] [2136] [2403]
LOAD lb [N]
50 mm Bore0.040 [1.016]
0.036 [.9144]
0.032 [.8128]
0.028 [.7112]
0.024 [.6096]
0.020 [.5080]
0.016 [.4064]
0.012 [.3048]
0.008 [.2032]
0.004 [.1016]
0
DEF
LECT
ION
in [m
m]
0 40 80 120 160 200 240 280 320[178] [356] [534] [712] [890] [1068] [1246] [1424]
LOAD lb [N]
3 in [75 mm]2 in [50 mm]1 in
4 in [100 mm]
5 in
6 in
7 in
8 in
3 in [75 mm]
2 in [50 mm]1 in
4 in [100 mm]
5 in
6 in
7 in
8 in
LOAD VS. DEFLECTION GRAPHS (continued)
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SxH SLIDE
0 12 24 36 48 60 72 84 96 108 120 132 144 156[53.4] [107] [160] [214] [267] [320] [374] [427] [481] [534] [587] [641] [694]
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
0
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 24 48 72 96 120 144 168 192 216 240 264 288 312 336 360 384
[107] [214] [320] [427] [534] [641] [748] [854] [961] [1068] [1175] [1282] [1388] [1495] [1602] [1709]
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 20 40 60 80 100 120 140 160 180 200 220 240
[89] [178] [267] [356] [445] [534] [623] [712] [801] [890] [979] [1068]
0 8 16 24 32 40 48 56[35.6] [71.2] [107] [142] [178] [214] [249]
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
0
12 24 36 48 60[53.4] [107] [160] [214] [267]
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
0
1"2"3"4"5"6"7"8"
1"2"3"4"5"6"7"8"
1"
2"3"
4"5"
6"
7"8"
1"
2"
3"4"
5"
6"7"
8"
1"2"
3"4"
5"6"7"8"
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 0.5 1 1.5 2 2.5 3 3.5 4
[2.2] [4.4] [6.7] [8.9] [11.1] [13.3] [15.6] [17.8]
TOTAL MOVING WEIGHT lb [N]
.5"
1"
1.5"
SxH 8 mm Bore
0 4 8 12 16 20 24 28[17.8] [35.6] [53.4] [71.2] [89.0] [107] [124.6]
TOTAL MOVING WEIGHT, lb [N]
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
0
1"
2"
3"
4"5"
6"7"8"
SxH 20 mm Bore
VELO
CITY
in/s
ec [m
/sec
]
0 1 2 3 4 5 6 7 8[4.45] [8.90] [13.3] [17.8] [22.2] [26.7] [31.1] [35.6]
TOTAL MOVING WEIGHT, lb [N]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
0
.5"
1"
1.5"
2"3"
4"
SxH 10 mm Bore
SxH 25 mm Bore
SxH 32 mm Bore
VELO
CITY
in/s
ec [m
/sec
]
48[1.22]
42[1.07]
36[.91]
30[.76]
24[.61]
18[.46]
12[.30]
6[.15]
00 2 4 6 8 10 12 14 16 18 20
[8.90] [17.8] [26.7] [35.6] [44.5] [53.4] [62.3] [71.2] [80.1] [89.0]
TOTAL MOVING WEIGHT, lb [N]
.5"
1"
1.5"
2"3"
4"5"
6"
SxH 14 mm Bore
SxH 40 mm Bore
SxH 50 mm Bore SxH 63 mm Bore
DYNAmIC LOAD VS. VELOCITY GRAPHSUse the Load vs. Velocity Graphs to determine appropriate load
and velocity for each size and stroke.
TRAVEL in [mm]
TOTAL MOVINGEFFECTIVE LOAD
lb [N]
NOTE: Use the effective load formulas to find the effective total load value. Use this value in the charts. Numbers are for initially lubricated bearings. If bearings are periodically lubricated, higher life expectancy and/or higher velocity may be achieved.
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
CONDITIONSA = 1) Plain unit retract
2) Plain unit extend with -AE optionB = Plain unit extend
MAXIMUM ALLOWABLEKINETIC ENERGY
(W) Weight = Total weight of moving load, lb [N](V) Velocity = Velocity at impact, in/sec [m/sec]
Imperial: in-lb = 1/2 x x V2
metric: Nm = 1/2 x x V2
W386
KINETIC ENERGY FORmULA
W9.8
SIZE
08
in1/21
1-1/21/21
1-1/2234
1/21
1-1/223456123456781234567812345678123456781234567812345678
mm122540122540———122540—————255075—————255075—————255075——————5075100—————5075100—————5075100————
lb0.080.100.120.120.150.180.210.270.330.340.410.480.550.690.830.971.110.831.051.271.491.711.932.152.371.481.872.252.643.033.423.804.192.382.983.574.174.775.375.976.574.1975.1456.0937.0417.9898.9379.88510.8337.0488.4269.80411.18212.56013.93815.31616.69410.14011.95513.77015.58517.40019.21521.03022.845
N0.360.440.530.530.670.80———
1.511.822.14—————
3.694.675.65—————
6.588.3010.03
—————
10.5913.2615.88
——————
22.8927.1031.32
—————
37.4843.6149.74
—————
53.1861.2569.33
————
TRAVELSxx
mOVING WEIGHT
KE WEIGHT TABLE
lb
0.05
N
0.22
-AEWEIGHT ADDERS
in2
0.078
mm2
50.3
PISTON AREAEXTEND
in2
0.058
mm2
37.4
PISTON AREARETRACT
10
14
20
25
32
40
50
63
0.06
0.10
0.22
0.34
0.37
.970
1.602
2.164
0.27
0.44
0.98
1.51
1.65
4.31
7.13
9.63
0.122
0.238
0.487
0.761
1.247
1.948
3.043
4.832
78.7
153
314
491
804
1257
1963
3117
0.091
0.195
0.409
0.639
1.071
1.636
2.556
4.345
58.7
125
263
412
691
1055
1649
2803
STOPPING CAPACITYTo determine stopping capacity, use the Maximum
Allowable Kinetic Energy Graphs. Plot the total moving load and impact velocity per the two listed conditions below. If the kinetic energy is greater than these curves, external load stops are required.
SxL/SxH SLIDE
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mAXImUm ALLOWABLE KINETIC ENERGY GRAPHS
SxL/SxH SLIDE
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]35 [.89]
30 [.76]
25 [.64]
20 [.51]
15 [.38]
10 [.25]
5 [.13]
00 1 2 3 4 5 6
[4.4] [8.9] [13.3] [17.8] [22.2] [26.7]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
60 [1.5]
50 [1.3]
40 [1.0]
30 [76]
20 [51]
10 [25]
00 20 40 60 80 100 120 140 160
[89] [178] [267] [356] [445] [534] [623] [712]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
60 [1.5]
50 [1.3]
40 [1.0]
30 [76]
20 [51]
10 [25]
00 20 40 60 80 100 120 140 160 180 200 220 240
[89] [178] [267] [356] [445] [534] [623] [712] [801] [890] [979][1068]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
60 [1.5]
50 [1.3]
40 [1.0]
30 [76]
20 [51]
10 [25]
00 40 80 120 160 200 240 280 320
[178] [356] [534] [712] [890] [1068] [1246] [1424]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
50 [1.3]
40 [1.0]
30 [.76]
20 [.51]
10 [.25]
00 1 2 3 4 5 6 7 8
[4.4] [8.9] [13.3] [17.8] [22.2] [26.7] [31.1] [35.6]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
40 [1.0]
30 [.76]
20 [.51]
10 [.25]
00 4 8 12 16 20
[17.8] [35.6] [53.4] [71.2] [89.0]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
60 [1.5]
50 [1.3]
40 [1.0]
30 [76]
20 [51]
10 [25]
00 15 30 45 60 75
[66.7] [133.4] [200.2] [266.9] [333.6]
TOTAL MOVING LOAD lb [N]
50 [1.3]
40 [1.0]
30 [.76]
20 [.51]
10 [.25]
0
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
40 [1.0]
30 [.76]
20 [.51]
10 [.25]
00 5 10 15 20 25 30 35 40
[22.2] [44.5] [66.7] [89.0] [111.2] [133.4] [155.7] [178.0]
TOTAL MOVING LOAD lb [N]
IMPA
CT V
ELO
CITY
in/s
ec [m
/sec
]
0 5 10 15 20 25 30 35 40[22.2] [44.5] [66.7] [89.0] [111.2] [133.4] [155.7] [178.0]
TOTAL MOVING LOAD lb [N]
8 mm BORE UNITS
40 mm BORE UNITS 50 mm BORE UNITS
63 mm BORE UNITS
10 mm BORE UNITS
20 mm BORE UNITS14 mm BORE UNITS
25 mm BORE UNITS 32 mm BORE UNITS
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
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SIZE08
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SLID
ES
ImPERIAL EXAmPLE:Determine the appropriate slide in order to stop a 10 lb pallet,
moving down a conveyor at 24 inches per second. Impact load distance “X” from tool plate = 2 inches.
1) Determine KE of moving pallet.
KE = .5 x x 242 = 7.46 in-lb
From Maximum Kinetic Energy table, select SxL132 x 2.
2) Determine system deflection due to kinetic energy of moving load by finding spring rate “k” of this slide at impact load distance “X”.
Step 1) Find equivalent load at tool plate based on a given load, at “X” offset, using effective load table.
Step 2) Find deflection at tool plate for given equivalent load by reading graphs (.0012) or by formula.
deflection at tool plate = dtp = (rise / run) x load = (.0057 / 80) x 16.27 = .0012
Step 3) Find deflection at load point.
dL = (dtp / A) x (A + X) = (.0012 / 3.188) x (2 + 3.188) = .002
Step 4) Find spring rate (“k”) of slide at load point.
k = L / d = 10 lb / .002 in = 5000 lb/in
Step 5) Calculate deflection due to stopping moving load.
d = (KE / (.5 x k)) = (7.46 / (.5 x 5000)) = .0546
3) Determine static load at tool plate due to KE of moving load.
Step 1) Static Load = (KE / (.5 x d)) = (7.46 / (.5 x .0546)) = 273 lb
Step 2) Find equivalent load at tool plate
EL = W (x + A) / A = 273 (2 + 3.188) / 3.188 = 444.26 lb
CONVEYOR STOPPER SELECTIONThe values in the table below assist in selecting the correct size
and travel of a slide based on the weight and velocity of the object to be stopped on a conveyor. Calculate the kinetic energy using the formula given, then select a slide with a value less than or equal to the values given in the table.
SxH
mODEL
Sxx08
in1/21
1-1/21/21
1-1/2234
1/21
1-1/223456123456781234567812345678123456781234567812345678
mm122540122540———122540—————255075—————255075—————255075——————5075100—————5075100—————5075100————
in-lb———.50.65.58———
1.082.412.30—————
2.793.293.30—————
5.5910.4210.43
—————
5.239.7414.37
—————————————————————————————
Nm———.06.07.07———.12.27.26—————.32.37.37—————.631.181.18—————.591.101.62—————————————————————————————
in-lb.42.57.57.931.161.061.471.712.002.894.304.174.395.136.157.018.006.677.668.459.6310.9712.3513.7315.0713.9514.2014.4416.3117.9019.7621.4522.8827.4128.2029.8830.2032.8234.6036.4938.4139.9540.2442.1444.1646.6448.9950.3752.3451.0661.4763.6866.1769.4972.7874.5177.2160.0671.1692.79102.13109.50114.83118.09119.43
Nm.05.06.06.11.13.12———.33.49.47—————.75.87.95—————
1.581.601.63—————
3.103.193.38——————
4.554.764.99—————
6.947.207.48—————
8.0410.4811.54
————
TRAVELmAXImUm KINETIC ENERGY
SxL
Sxx10
Sxx14
Sxx20
Sxx25
Sxx32
Sxx40
Sxx50
Sxx63
KINETIC ENERGY FORmULAFOR ENERGY STORED BY A SPRING
KE = .5 x k x d2
k = spring rate = Load / distanceKE = .5 x (L / d) x d2
L = lb [N] d = in [m]
KINETIC ENERGY FORmULAFOR WEIGHT IN mOTION
W
V
X
Imperial: in-lb = 1/2 x x V2
metric: Nm = 1/2 x x V2
W386W
9.8(W) Weight = Weight of object on conveyor to be stopped, lb [N](V) Velocity = Velocity of object on conveyor to be stopped, in/sec [m/sec]
10386
LE = = = 16.27 lb10 (2 + 3.188)3.188
W (X + A)A
SxL/SxH SLIDE
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SIZE08
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SLID
ES
SLIDESD,SeSPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCE
TOOL PLATE EXTENSION3-POSITION
REPEATABILITYVELOCITY
W/OUT PORT CONTROLSWITH OPTION PB
LUBRICATIONMAINTENANCE
SERIES SD/SE20 psi min to 150 psi max [1.4 bar min to 10 bar max] air
-20° to + 180°F [-29° to + 82°C]Nominal travel, +.030/-.000 in [+ .76/- 0.0 mm]
+ .090/-.000 in [+2.3/-0.0 mm]Mid-location ± .030 in [0.76 mm]
± .001 in [± .025 mm] of original position
50 in/sec [1.3 m/sec] max., zero load at 100 psi [6.9 bar]16 in/sec [.4 m/sec] max., zero load at 100 psi [6.9 bar]
Factory lubricated for lifeField repairable
kgSIZE
22
23
24
25
26
in mm.375.375.500.500.500.625.625.625.750.750.7501.0001.0001.0001.375
SHAFTDIAmETER
BOREDIAmETER
in mm DIRECTION in2 mm2
TRAVELWEIGHT ADDER
lb9.59.512.712.712.715.915.915.919.119.119.125.425.425.434.9
kg/mmlb/in Nlb
TYPICALDYNAmIC LOAD
.750
1.000
1.125
1.375
2.000
19.1
25.4
28.6
34.9
50.8
TYPEBCDBCDBCDBCDBCD
EFFECTIVE AREA
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
.44
.39
.79
.71
1.00.88
1.491.29
3.142.84
285254
506457
642570
958832
20261829
SERIES SDBASE WEIGHT
kglb1.591.591.663.253.253.274.704.704.758.578.578.7416.5716.5717.55
.72
.72
.751.471.471.482.132.132.153.893.893.967.527.527.96
SERIES SEBASE WEIGHT
2.382.382.554.64.64.86.46.46.511.711.712.323.723.725.8
1.081.081.162.102.102.172.882.882.955.315.315.5810.7310.7311.72
.10
.10
.15
.18
.18
.25
.28
.28
.35
.42
.42
.62
.70
.701.07
.002
.002
.003
.003
.003
.004
.005
.005
.006
.007
.007
.011
.012
.012
.019
8
15
25
35
50
36
67
111
156
223
NOTE: Thrust capacity, allowable mass and dynamic moment capacity must be considered when selecting a slide.
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
(Extend or Retract)
STANDARD UNIT
TOLERANCESUNIT WITH TOOL PLATE EXTENSION 3 POSITION UNIT
TRAVEL+ .030/-.000
TOOL PLATE EXTENSION� .050
TRAVEL+ .090/-.000
MID-POSITION TRAVEL � .030TOTAL TRAVEL + .030/-.000
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SIZE08
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SLID
ES
SD & SE SLIDE
BUSHING LOAD CAPACITYUse the Maximum Rolling Load Graphs (pages 54 to 63) and the Maximum Static Side Load Calculations (below) to determine if the slide bushings can handle the total payload. Bushing loads shown are based on 200 million inches of slide travel.
SHAFT DEFLECTIONUse the Deflection Graphs (pages 54 to 63) to determine if the slide has an acceptable amount of deflection for your application.
SLIDE SELECTIONThere are three major factors to consider when selecting a slide:
AIR CYLINDER THRUSTUse the effective piston area (see page 51) to determine if the unit has sufficient force for the load.
1 3
2
The charts on pages 54 to 63 provide complete sizing information.
UNIT SLIDE mAX. STATIC UNIT SIZE mODEL SIDE LOAD (lb) WEIGHT (lb) 22 SED 656 2.55 + (.15 x travel) travel + 5.19 22 SEB 140 2.38 + (.10 x travel) travel + 4.47 22 SEC 377 2.38 + (.10 x travel) travel + 5.19 23 SED 1,400 4.78 + (.25 x travel) travel + 5.4 23 SEB 350 4.64 + (.18 x travel) travel + 5.19 23 SEC 906 4.64 + (.18 x travel) travel + 5.14 24 SED 2,000 6.45 + (.35 x travel) travel + 5.57 24 SEB 1,670 6.36 + (.28 x travel) travel + 5.39 24 SEC 1,670 6.36 + (.28 x travel) travel + 5.57 25 SED 5,000 12.31 + (.62 x travel) travel + 6.53 25 SEB 2,964 11.70 + (.42 x travel) travel + 6.35 25 SEC 2,964 11.70 + (.42 x travel) travel + 6.53 26 SED 12,000 25.83 + (1.07 x travel) travel + 8.84 26 SEB 7,267 23.66 + (.70 x travel) travel + 8.56 26 SEC 7,267 23.66 + (.70 x travel) travel + 8.84
UNIT SLIDE mAX. STATIC UNIT SIZE mODEL SIDE LOAD (lb) WEIGHT (lb) 22 SDD 260 1.66 + (.15 x travel) travel + 2.73 22 SDB 57 1.59 + (.10 x travel) travel + 2.73 22 SDC 250 1.59 + (.10 x travel) travel + 2.73 23 SDD 1,000 3.27 + (.25 x travel) travel + 3.4 23 SDB 130 3.25 + (.18 x travel) travel + 3.19 23 SDC 670 3.25 + (.18 x travel) travel + 3.4 24 SDD 1,700 4.75 + (.35 x travel) travel + 3.83 24 SDB 1,280 4.70 + (.28 x travel) travel + 3.65 24 SDC 1,280 4.70 + (.28 x travel) travel + 3.83 25 SDD 2,300 8.74 + (.62 x travel) travel + 4.28 25 SDB 2,200 8.57 + (.42 x travel) travel + 4.1 25 SDC 2,200 8.57 + (.42 x travel) travel + 4.28 26 SDD 6,000 17.55 + (1.07 x travel) travel + 5.84 26 SDB 5,400 16.57 + (.70 x travel) travel + 5.56 26 SDC 5,400 16.57 + (.70 x travel) travel + 5.84
SD mAXImUm LOADS & UNIT WEIGHTS SE mAXImUm LOADS & UNIT WEIGHTS
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SIZE08
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SLID
ES
SD & SE SLIDE
PHD offers the unique TC bushings as an alternative to traditional linear ball bushings. The TC bushings offer the following advantages.
■ TC bushings are maintenance free and self lubricating.
■ The thin bushing design permits oversize shafts to be used in the slide body, saving space and decreasing shaft deflection.
■ Made to carry static loads up to 5 times greater than traditional linear bushings.
■ Can be used in harsh environments where dirt, grit, metal fines, and metal cutting liquids destroy other bushings.
■ TC bushings are nearly impervious to static shock loads because there are no ball bushings to damage or to brinell the shafts.
■ End-of-travel shaft vibration is minimal compared to ball bushings (see graph below).
■ Slides with PHD’s TC bushings cost less than units with traditional ball bushings.
OSCILLATION
400 800 1200 1600 2000 2400 2800 3200 3600 4000
.015
.010
.005
.000
.005
.010
.015
INCHES OFOSCILLATION
TImE IN mILLISECONDS
PHD TC BUSHINGS WITH 5/8" DIAmETER SHAFTS
400 800 1200 1600 2000 2400 2800 3200 3600 4000
.015
.010
.005
.000
.005
.010
.015
INCHES OFOSCILLATION
TImE IN mILLISECONDS
LINEAR BALL BUSHINGS WITH 1/2" DIAmETER SHAFTS
mODELSDC22 & SDD22SEC22 & SED22SDC23 & SDD23SEC23 & SED23SDC24 & SDD24SEC24 & SED24SDC25 & SDD25SEC25 & SED25SDC26 & SDD26SEC26 & SED26
20 + (T x LTP + LTM) B = Breakaway Pressure (psi)A
A1.563.311.963.852.474.102.734.854.087.08
T=Total travel + tool plate extension (in)LTM=Total moving load (lb)LTP= Load at tool plate (lb)
B.814.814.423.423.317.317.202.202.085.085
SLIDE BODY
TC BUSHING
BUSHING SLEEVE
SHAFT
LUBRICATIONAll slides are permanently lubricated at the factory for
service under normal conditions. PHD Cylinders can be run using unlubricated air. Use of lubricated air with the cylinders will extend life. Optimum life can be obtained on Series SD/SE Slides by periodic lubrication (every 25 million inches of travel) of the shafts. PHD suggests a lightweight oil. Silicon-based lubricants should NOT be used on units with PHD’s TC bushings.
FRICTIONIn horizontal applications, a TC bushing has a higher
breakaway pressure required than a linear bushing. Breakaway pressure is affected by several factors including the load at the tool plate, travel and total moving load. The following formulas yield approximate breakaway pressure for the SD/SE slides.
TOOL PLATE VIBRATIONTool plate vibration occurs on all slides when the tool plate
reaches full extension and the sudden stop causes the slide’s shafts to oscillate. This vibration is measured by the distance the tool plate oscillates and the duration or length of time before the vibration stops. This vibration may be critical in applications where precise tool plate location and fast cycle times are required.
Tests have shown that PHD TC bushings with oversize shafts dampen out this vibration in 1/3 to 1/2 the time with 1/3 less overall tool plate movement. The graphs below show an actual comparison for a PHD size 23 slide between the TC bushings with oversize shafts and linear ball bushings.
The test was run with a 6" travel slide in a vertical application with a 5 pound off-center load. The unit was cycled at 170 milliseconds using stop collars with no cushions.
PHD’S TC BUSHING
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SIZE08
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SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHSThe following graphs are designed to provide a quick and easy
method of sizing and comparing each SD and SE Slide. Use the Load Graphs to determine maximum loads based on acceptable life. The linear ball bushing load ratings shown are derated by a factor of 1.2 from the bearing manufacturer’s ratings to provide a design safety factor. Use the Deflection Graphs to determine shaft deflection at the desired loads. Consult PHD for applications which exceed maximum load ranges shown.
The deflection figures given in these graphs are based on the effect of external loads. Shaft straightness, shaft weight, and bearing alignment will affect the accuracy of the tool plate location.
Consult PHD for applications for high precision tool plate location.
NOTE: When the load is out in front of the tool plate, add the distance it is out from the tool plate to the travel length and use the total as the travel length in the following graphs.
TRAVEL (in)
SDB22 WITH 3/8" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
0 1 2 3 4 5 6 7 8 9 10 11 12 0
5
10
15
20
.032.016.008.005.002
LOAD VS. LIFEEFFECTIVE (AVERAGE) BEARING LOADING
TRAVEL (in)
WEI
GH
T (l
b)
A
D
BC
A-10 Million Inches TravelB-50 Million Inches TravelC-100 Million Inches TravelD-200 Million Inches Travel
0 2 4 6 8 10 12
1
3
5
7
DEFLECTION
MAX. LOAD (lb)
TRAVEL (in)
ADDED DISTANCE
VELOCITY (ft/sec)
TRAVEL (in)
WEI
GH
T (l
b)
25
0
20
15
10
5
01 2 3 4 5 6 7 8 9 10 11 12
.032.016.008.005.002 2 4 6 8 10 12
SDD22 WITH 1/2" SHAFTS AND TC BUSHINGS
0
DEFLECTIONLOAD VS. LIFE
EFFECTIVE (AVERAGE) BEARING LOADING
1
TRAVEL (in)
WEI
GH
T (l
b)
3 2 4
157.04.03.0
104.22.51.8
53.01.0.5
20106.54.5
0000
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
2.6
1.4
.4
3.7
0
3.8
2.3
.8
5.0
0
5.8
3.8
1.6
7.8
0
VELOCITY (ft/sec)
0
TRAVEL (in)
SDC22 WITH 3/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0 1 2 3 4 5 6 7 8 9 10 11 12
5
10
15
20
.032.016.008.005.002
LOAD VS. LIFEEFFECTIVE (AVERAGE) BEARING LOADING
TRAVEL (in)
WEI
GH
T (l
b)
0 2 4 6 8 10 12
4
8
12
16
0
DEFLECTION
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
SD & SE SLIDE
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SIZE08
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SLID
ES
TRAVEL (in)
SEB22 WITH 3/8" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
16
10
15
20
25
5
01514131211109876543210
.032.016.005.002
.064
LOAD VS. LIFEEFFECTIVE (AVERAGE) BEARING LOADING
TRAVEL (in)
WEI
GH
T (l
b)
2
4
6
8
A-10 Million Inches TravelB-50 Million Inches TravelC-100 Million Inches TravelD-200 Million Inches TravelA
BC
0 2 4 6 8 10 12 14 16
D
DEFLECTION
0
.008
VELOCITY (ft/sec)
.008
TRAVEL (in)
SEC22 WITH 3/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
25
0
.032.016.005.002
.064
20
15
10
5
01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
2 4 6 8 10 12 14 160
DEFLECTION
LOAD VS. LIFEEFFECTIVE (AVERAGE) BEARING LOADING
TRAVEL (in)
WEI
GH
T (l
b) 157.34.33.3
104.53.02.0
52.01.0.5
209.06.34.6
0000
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
TRAVEL (in)
SED22 WITH 1/2" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
25
4 5 6 7 8 9 10 11 12 13 14 15 163210
20
15
10
5
0
.008
.032.016.005.002 20 4 6 8 10 12 14 16
DEFLECTION
LOAD VS. LIFEEFFECTIVE (AVERAGE) BEARING LOADING
TRAVEL (in)
WEI
GH
T (l
b)
157.04.02.5
104.03.01.5
52.51.0.50
2513.08.05.5
0000
209.06.04.0
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
SD & SE SLIDE
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SIZE08
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SLID
ES
VELOCITY (ft/sec)
TRAVEL (in)
SDC23 WITH 1/2" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
1
35
30
25
20
15
10
5
02 3 4 5 6 7 8 9 10 11 12 13 140
.032.016.008.005.002
2 4 6 8 10 12 140
DEFLECTION
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
TRAVEL (in)
WEI
GH
T (l
b)
2010.15.94.2
157.24.32.7
52.01.1.3
2512.07.85.5
0000
104.52.41.7
3014.59.57.0 1 3 2 4 A- 100 Million Inches of Travel
B- 200 Million Inches of Travel
B
A
TRAVEL (in)
SDB23 WITH 1/2" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
1
35
.032.016.008.005.002
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
TRAVEL (in)
WEI
GH
T (l
b)
D
A- 10 Million Inches TravelB- 50 Million Inches TravelC- 100 Million Inches TravelD- 200 Million Inches Travel
2
30
25
20
15
10
5
02 5 4 5 6 7 8 9 10 11 12 130 14
CB
A
2 4 6 8 10 12
14
4 6 8 10 12 14 160
DEFLECTION
0
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
SDD23 WITH 5/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
10
2 3 4 5 6 7 8 9 10 11 12 13 14
10
40
20
30
.032.016.008.005.002
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
2 4 6 8 10 12 140
10
20
30
40
TRAVEL (in)
WEI
GH
T (l
b)
0
0
1 3 2 4
0
4.0
9.0
14.0
20.0
0
2.5
6.0
9.0
13.0
0
1.5
4.0
6.5
10.0
5
15
25
35
VELOCITY (ft/sec)A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
SD & SE SLIDE
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SIZE08
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SLID
ES
.002
SEC23 WITH 1/2" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
15
45
35
40
.064.032.016.008
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
0 2 4 6 8 10 12 140
10
20
30
40
TRAVEL (in)
WEI
GH
T (l
b)
9.0
6.5
4.0
.9
0
12.5
9.5
6.0
2.0
0
19.7
14.8
9.3
3.5
0
30
20
25
10
5
10
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 180
.005
16 18
1 3 2 4VELOCITY (ft/sec)
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
VELOCITY (ft/sec)
TRAVEL (in)
SED23 WITH 5/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
60
2 4 6 8 10 12 14 160
2 4 6 8 10 12 14 16 18
50
40
30
20
10
0
.032.016.008.005.002
.064
18
1 3 5 7 9 11 13 15 17
DEFLECTION
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
TRAVEL (in)
WEI
GH
T (l
b)
4019.012.09.0
3013.09.07.0
209.05.03.0
5026.018.011.0
0000
104.01.5.5
1 3 2 4A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
A
C
D
SEB23 WITH 1/2" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
15
45
35
40
.064.032
LOAD VS. LIFEEFFECTIVE (AVERAGE) LOADING
TRAVEL (in)
WEI
GH
T (l
b)
30
20
25
10
5
10
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 180
A - 10 Million Inches TravelB - 50 Million Inches TravelC - 100 Million Inches TravelD - 200 Million Inches Travel
0 2 4 6 8 10 12 140
5
10
15
16 18
20
B
.002.005
.008.016
DEFLECTION
SD & SE SLIDE
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SIZE08
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SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
VELOCITY (ft/sec)
WEI
GH
T (l
b)
TRAVEL (in)
SDD24 WITH 3/4" SHAFTS AND TC BUSHINGS
0
70
.064
.032
.012
.006.002
60
50
40
30
20
10
01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
2 4 6 8 10 12 14 160 18
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
3014.08.06.0
209.05.03.0
103.51.0 0
4018.512.08.0
0000
5024.016.011.0
6029.019.014.0 1 3 2 4
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
14.0
8.0
4.0
19.3
0
24.0
TRAVEL (in)
SDC24 WITH 5/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
60
2 4 6 8 10 12 14 16 18
50
40
30
20
10
0
.064
.032.012.006.002
2 4 6 8 10 12 14 160
1 3 5 7 9 11 13 15 17
DEFLECTION
18
1.7
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
30
20
10
40
0
50 1 3 2 4
8.8
5.5
12.2
0
15.5
6.0
3.6
3.4
8.5
0
13.7A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
SDB24 WITH 5/8" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
0 10
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
10
20
60
30
40
50
.064
.032.012.006.002
WEI
GH
T (l
b)
TRAVEL (in)
0
10
20
60
30
40
50
0 2 4 6 8 10 12 14 16 18
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
LOAD VS. LIFE DEFLECTION
SD & SE SLIDE
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
SEB24 WITH 5/8" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
00
2 4 6 8 10 12 14 16 18
10
20
70
30
40
50
.064.032.012.006.002
60
20 22 24
TRAVEL (in)
LOAD VS. LIFE
WEI
GH
T (l
b)
0
10
20
60
30
40
50
70
0 2 4 6 8 10 12 14 16 18 20 22 24
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
VELOCITY (ft/sec)
TRAVEL (in)
SED24 WITH 3/4" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
80
.064.032.012.006.002
70
60
50
40
30
20
10
02 4 6 8 10 12 14 16 18 20 22 24
2 4 6 8 10 12 14 160 18 20 22 24
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
3014.08.05.0
209.04.02.0
105.01.0 0
4018.011.08.0
0000
5023.015.010.0
6028.018.013.0
7034.022.017.0 1 3 2 4 A- 100 Million Inches of Travel
B- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
TRAVEL (in)
SEC24 WITH 5/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
70
2 4 6 8 10 12 14 16 18 20 22 24
60
50
40
30
20
10
0
.064.032.012.006.002
2 4 6 8 10 12 14 160 18 20 22 24
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
3013.07.05.0
208.04.02.0
104.02.0 0
4018.012.08.0
0000
5024.015.011.0
6028.019.014.0 1 3 2 4 A- 100 Million Inches of Travel
B- 200 Million Inches of Travel
B
A
SD & SE SLIDE
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�0
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
VELOCITY (FT/SEC)
TRAVEL (in)
SDC25 WITH 3/4" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
70
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 7 18
60
50
40
30
20
10
0
.032
.016.008.005.002
.064
2 4 6 8 10 12 14 160 18
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
3013.07.04.0
208.04.02.0
103.01.0 0
4018.011.08.0
0000
5023.014.010.0
6028.018.013.0
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
SDB25 WITH 3/4" SHAFTS AND LINEAR BALL BUSHINGSW
EIG
HT
(lb)
.064
.032.012.006.002
0
10
20
70
30
40
50
60
TRAVEL (in)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
LOAD VS. LIFE
WEI
GH
T (l
b)
TRAVEL (in)
0
20
40
100
60
80
0 2 4 6 8 10 12 14 16 18
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
LOAD VS. LIFE
SDD25 WITH 1" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
TRAVEL (in)
10
2 3 4 5 6 7 8 9 10 11 12 13 14
10
90
40
70
0
20
30
50
60
80
15 16 17 18
.032
.064
.016
.008
.002.001 2 4 6 8 10 12 140
40
20
60
80
TRAVEL (in)
WEI
GH
T (l
b)
38.0
28.0
18.0
7.0
00
25.0
18.0
9.0
2.0
0
18.0
11.0
7.5
0
016 18
1 3 2 4
.004
VELOCITY (FT/SEC)
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
SD & SE SLIDE
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�1
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
222018161412108642 24
0
80
70
60
50
40
30
20
10
0
WEI
GH
T (l
b)
TRAVEL (in)
SEB25 WITH 3/4" SHAFTS AND LINEAR BALL BUSHINGS
.064.032
.012.005.002
WEI
GHT
(lb)
TRAVEL (in)
LOAD VS. LIFE140
120
100
80
60
40
20
00 2 4 6 8 10 12 14 16 18 20 22 24
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
VELOCITY (ft/sec)
TRAVEL (in)
SED25 WITH 1" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
110
2 4 6 8 10 12 14 16 18 20 22 24
100
90
80
70
60
50
40
30
20
10
0
.016.008.004.002.001
.032
.064
2 4 6 8 10 12 14 160 18 20 22 24
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
6027.015.09.0
4018.09.03.0
206.01.0 0
8037.022.016.0
0000
10044.030.022.0 1 3 2 4 A- 100 Million Inches of Travel
B- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
TRAVEL (in)
SEC25 WITH 3/4" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
80
.032.016.008.005.002
.064
2 4 6 8 10 12 14 16 18 20 22 24
70
60
50
40
30
20
10
0
2 4 6 8 10 12 14 160 18 20 22 24
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
3013.07.04.0
207.03.01.0
103.01.0 0
4017.014.06.0
0000
5023.016.08.0
6028.018.012.0
7033.021.015.0 1 3 2 4 A- 100 Million Inches of Travel
B- 200 Million Inches of Travel
B
A
SD & SE SLIDE
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SIZE08
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SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
VELOCITY (ft/sec)
0
TRAVEL (in)
SDD26 WITH 1 3/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
180
2 4 6 8 10 12 14 16 18 20 22
170160150140130120110100
90807060
5040302010 0
.032
.012
.005.002.001
.064
2 4 6 8 10 12 14 160 18 20 22
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
6024.012.06.04012.02.0 0
205.0 0 0
8032.016.09.0
0000
10044.025.015.012055.032.021.014065.040.027.016076.049.035.0
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
TRAVEL (in)
SDC26 WITH 1" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
2 4 6 8 10 12 14 160
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
6025.014.08.0
4016.08.04.0
207.03.00
8036.022.014.0
0000
.032.016.009.005.002
.064
2 4 6 8 10 12 14 16 18 20 22
90
80
70
60
50
40
30
20
10
0
130
120
110
100
10047.029.020.0
12058.037.026.0
18 20 22
DEFLECTION
1 3 2 4 A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
TRAVEL (in)
60
SDB26 WITH 1" SHAFTS AND LINEAR BALL BUSHINGS
70
80
90
100
110
120
130
50
40
30
20
10
00 2 4 6 8 10 12 14 16 18 20 22
WEI
GH
T (l
b)
.064
.032.016.009.005.002
WEI
GHT
(lb)
TRAVEL (in)
LOAD VS. LIFE
100
18
150
200
50
016141210 20 2286420
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
SD & SE SLIDE
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SIZE08
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SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS
VELOCITY (ft/sec)
TRAVEL (in)
SED26 WITH 1 3/8" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
210
2 4 6 8 10 12 14 160
.032
.012.005.002.001
.064
2 4 6 8 10 12 14 16 18 20 22 24 26 28
200190180170160150140130120110100908070605040302010 0
18 20 22 24 26 28
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
15068.040.026.0
10045.025.016.0
5017.05.0 0
20092.059.041.0
0000
1 3 2 4A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
VELOCITY (ft/sec)
TRAVEL (in)
SEC26 WITH 1" SHAFTS AND TC BUSHINGS
WEI
GH
T (l
b)
0
160
2 4 6 8 10 12 14 160
2 4 6 8 10 12 14 16 18 20 22 24 26 28
150140
130
120
110
100
90
80
7060
50
40
30
20
10
0
.032.016.009.005.002
.064
18 20 22 24 26 28
DEFLECTION
LOAD VS. LIFE
TRAVEL (in)
WEI
GH
T (l
b)
6025.013.07.0
4015.06.01.0
206.03.0 0
8036.022.014.0
0000
10045.026.017.0
12055.034.023.0
14066.042.029.0 1 3 2 4
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
TRAVEL (in)
SEB26 WITH 1" SHAFTS AND LINEAR BALL BUSHINGS
WEI
GH
T (l
b)
1816141210 20 2286420 24 26 28
60
70
80
90
100
110
120
130
50
40
30
20
10
0
140
160
150
.064.032.016.009.005.002
WEI
GHT
(lb)
TRAVEL (in)
LOAD VS. LIFE
100
150
200
50
01816141210 20 2286420 24 26 28
A- 100 Million Inches of TravelB- 200 Million Inches of Travel
B
A
DEFLECTION
SD & SE SLIDE
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SIZE08
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SLID
ES
ImPA
CT V
ELO
CITY
(in/
sec)
TOTAL mOVING WEIGHT (lb)
TOTAL mOVING WEIGHT (lb)
ImPA
CT V
ELO
CITY
(in/
sec)
35.0
30.0
25.0
20.0
15.0
10.0
5.0
0 0 6 12 18 24 30 36 42 48 54 60 66
SIZE 2440.0
B
A
C
35.0
30.0
25.0
20.0
15.0
10.0
5.0
0 0 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5
SIZE 2340.0
8.0
TOTAL mOVING WEIGHT (lb)
ImPA
CT V
ELO
CITY
(in/
sec)
C
B
A
35.0
30.0
25.0
20.0
15.0
10.0
5.0
0 0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0
SIZE 22
TOTAL mOVING WEIGHT (lb)
ImPA
CT V
ELO
CITY
(in/
sec)
C
B
A ImPA
CT V
ELO
CITY
(in/
sec)
35.0
30.0
25.0
20.0
15.0
10.0
5.0
0 10 20 30 40 50 60 70 80 90 100 110
SIZE 2540.0
B
A
C
0
25.0
20.0
15.0
10.0
5.0
0 0 20 40 60 80 100 120 140 160 180 200 220
SIZE 2630.0
TOTAL mOVING WEIGHT (lb)
B
A
C
mAXImUm ALLOWABLE KINETIC ENERGY GRAPHS
To determine stopping capacity, calculate total moving weight.
From Table 1, determine shaft and tool plate weight (WM).
Multiply the travel by the travel adder + base weight.
Example for SxD22 x 4: WM = (4 X .11) +1.40 = 1.84 lb
Add WM to attached load (payload) = Total Moving Weight (WTM )
1.84 + 3.0 = 4.84 lb
Using Kinetic Energy Graphs below, plot the total moving weight and impact velocity. If the value is less than slide with cylinder, cushion, or travel adjustment curves, that type of deceleration is adequate. If it is greater than these curves, hydraulic shock absorbers are required.
To determine the correct hydraulic shock, complete the calculation on the next page.
PHD suggests hydraulic shock absorbers for all applications where the center of gravity of the payload is off the slide centerline by more than 2 inches and travelling at speeds greater than 10 in/sec.
A = Slide with cylinder B = Slide with travel adjustments C = Slide with cylinder with cushions
TABLE 1
0.750
1.000
1.125
1.375
2.000
CYL. BOREin
SLIDEmODEL
SxB22 & SxC22SxD22
SxB23 & SxC23SxD23
SxB24 & SxC24SxD24
SxB25 & SxC25SxD25
SxB26 & SxC26SxD26
BASE WT.lb
0.951.401.942.503.003.604.906.709.7014.60
TRAVEL ADDERlb/in0.060.110.110.180.180.250.250.450.450.85
Moving weight adders for slide kinetic energy calculation include tool plate, two shafts, four collars, and P & R.
SD & SE SLIDESHOCK ABSORBER SELECTION GUIDE
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��
SIZE08
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SLID
ES
SHOCK ABSORBER SIZING CALCULATION:Follow the next six steps to size shock absorbers.
STEP 1: Identify the following parameters. These must be known for all energy absorption calculations. Variations or additional information may be required in some cases.
A. The total moving weight to be stopped in lb (WTM)
B. The slide velocity (V) at impact with the shock absorber in in/sec
C. External propelling force (FD) in lb
D. Number of cycles per hour
E. Orientation of the application’s motion (i.e. horizontal or vertical application). See next page.
STEP 2: Calculate the kinetic energy of the total moving weight.
STEP 3: Calculate the propelling force (FD).
Horizontal application: FD = .7854 x d2 x P
Vertical application: FD = (.7854 x d2 x P) + WTM
Calculate the work energy input (EW) from any external (propelling) forces acting on the load, using the stroke of the shock absorber selected. EW = FD x S
STEP 4: Calculate the total energy. ET = EK + EW
Use Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater then the value just calculated. If not, reduce velocity, pressure, moving weight, or select a larger slide.
STEP 5: Calculate the total energy that must be absorbed per hour (ETC). ETC = ET x C
Use Shock Absorber Specifications Chart to verify that the selected unit has an ETC capacity greater then the value just calculated. If not, reduce the cycles per hour or select a larger slide.
STEP 6: Determine the damping constant for the selected shock absorber. Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The shaded area (-1, -2, or -3) that the point falls in is the correct damping constant for the application.
NOTE: The total energy per cycle (ET) is based on the slide and its components. Applications with ET larger than listed are not recommended.
NOTE: Consult PHD for shocks used at cycle rates greater than: 3000/hour on the size 25 slide 1800/hour on the size 26 slide
SHOCK ABSORBER SPECIFICATIONS CHART
SYmBOLS DEFINITIONSC = Number of cycles per hourd = Cylinder bore diameter (in)EK = Kinetic energy (in-lb)ET = Total energy per cycle, EK + EW (in-lb)ETC = Total energy per hour (in-lb/hr)EW = Work or drive energy (in-lb)FD = Propelling force (lb)P = Operating pressure (psi)S = Stroke of shock absorber (in)V = Impact velocity (in/sec)WTM = Total moving weight (lb)
SHOCK ABSORBER SELECTION GUIDE
PHD SHOCK ABSORBER PERFORmANCE GRAPHS
ImPA
CT V
ELO
CITY
(in/
sec)
120
100
80
60
40
20
0520480440400360320240160800
57057-03-1
57057-03-2
57057-03-3
#57057-03-x
ET TOTAL ENERGY (in-lb)
0 9010 20 30 40 50 60 70 80
80.00
60.00
40.00
20.00
0.00
57057-02-1
ET TOTAL ENERGY (in-lb)
#57057-02-x
ImPA
CT V
ELO
CITY
(in/
sec)
57057-02-2
SHOCKABSORBER
WEIGHTlb
0.250.250.670.670.67
ETCTOTAL ENERGY
PER HOURin-lb/hr
400,000400,000600,000600,000600,000
ET
TOTAL ENERGY PER CYCLE
in-lb
4080140220415
THREADTYPE
3/4-16 UNF3/4-16 UNF1-12 UNF1-12 UNF1-12 UNF
STROKEin
0.750.751.001.001.00
PHD SHOCKABSORBER
NO.
57057-02-x57057-02-x57057-03-x57057-03-x57057-03-x
SLIDESIZE
2223242526
SLIDE KIT mODEL SIZE NUmBER
22, 23 54108-11
SD/SE 24, 25 54109-11
26 54110-11Kit contains all components for standard non-Z1 units for one direction only.
SD & SE SLIDE
EK = x x V2WTM
38612
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��
SIZE08
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SLID
ES
SIZING EXAmPLES
HORIZONTAL APPLICATIONSTEP 1: Application DataExample: SxB24 x 4 in travel and 4.0 lb payload(WTM) Weight = 7.72 lb (Total Moving Weight)(V) Velocity = 40 in/sec (Speed of Travel)(d) Cylinder Bore Diameter = 1.125 mm(P) Operating Pressure = 80 psi(C) Cycles/Hr = 200 c/hrWM = 3.00 + (.18 x 4 in)
WM = 3.72 lb
WTM = 3.72 + 4.00
WTM = 7.72
STEP 2: Calculate kinetic energy.
EK = 16 in-lb
STEP 3: Calculate work energy.FD = .7854 x d2 x PFD = .7854 x (1.1252) x 80FD = 79.52 lbEW = FD x SEW = 79.52 lb x 1EW = 79.5 in-lb
STEP 4: Calculate total energy.ET = EK + EW
ET = 16 + 79.5ET = 95.5 in-lbSince 95.5 is less than ET in Shock Absorber Specifications Chart, proceed.
STEP 5: Total energy absorbed per hourETC = ET x CETC = 95.5 x 200ETC = 19100 in-lb/hrSince 19100 is less than ETC in Shock Absorber Specifications Chart, proceed.
STEP 6: Choose proper damping constant for correct shock absorber on Shock Absorber Performance Graphs (see previous page). #57057-03-1 is the correct unit for the application.
S
LOAD
SD & SE SLIDE
S
LOAD
VERTICAL APPLICATIONSTEP 1: Application DataExample: SxB24 x 6 in travel with a 8 lb payload(WTM) Weight = 12.0 lb (Total Moving Weight)(V) Velocity = 20 in/sec (Speed of Travel)(d) Cylinder Bore Diameter = 1.125 in(P) Operating Pressure = 80 psi(C) Cycles/Hour = 400 c/hr
STEP 2: Calculate kinetic energy.
EK = 6.2 in-lb
STEP 3: Calculate work energy.FD = (.7854 x d2 x P) + WTM
FD = 79.5 + 12.0FD = 91.5 lbEW = FD x SEW = 91.5 x 1EW = 91.5 in-lb
STEP 4: Calculate total energy.ET = EK + EW
ET = 6.2 + 91.5ET = 97.7 in-lbSince 97.7 is less than ET in Shock Absorber Specifications Chart, proceed.
STEP 5: Total energy absorbed per hourETC = ET x CETC = 97.7 x 400ETC = 39080 in-lb/hrSince 39080 is less than ETC in Shock Absorber Specifications Chart, proceed.
STEP 6: Choose proper damping constant for correct shock absorber on Shock Absorber Performance graphs (see previous page). #57057-03-2 is the correct unit for this application.
SHOCK ABSORBER SELECTION GUIDE
EK = x x V2WTM
38612
EK = .5 x x 4027.72386
EK = x x V2WTM
38612
EK = .5 x x 2027.72386
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK,Sl SLIDE
STANDARD UNIT
*TOLERANCESUNIT WITH TOOL PLATE EXTENSION 3 POSITION UNIT
TRAVEL +.093/-.000[+2.5/-0 mm]
TOOL PLATE EXTENSION+.063/-.000 [+1.6/-0 mm]
TRAVEL +.093/-.000[+2.5/-0 mm]
MID-POSITION TRAVEL �.039 [�1 mm]TOTAL TRAVEL +.093/-.000 [+2.5/-0 mm]
SPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCE
3 POSITIONREPEATABILITYVELOCITYLUBRICATIONMAINTENANCE
SERIES SK/SL20 psi min to 150 psi max [1.4 bar min to 10 bar max] air
-20° to +180°F [-29° to +82°C]Nominal travel +.098/.000 in [+2.5/-0 mm]*
Mid location ±.039 in [±1 mm]*±0.001 in [±.025 mm] of original position
80 in/sec [2 m/sec] max., zero load at 87 psi [6 bar]Factory lubricated for rated life
Field repairable
kgSIZE
1
2
3
4
5
6
in mm.315.315.394.394.394.472.472.472.630.630.630.787.787.787.984.984.9841.1811.378
SHAFTDIAmETER
BOREDIAmETER
in mm DIRECTION in2 mm2
TRAVELWEIGHT ADDER
lb881010101212121616162020202525253035
kg/mmlb/in Nlb
TYPICALDYNAmIC LOAD
.750
.787
.984
1.260
1.575
1.969
19.1
20
25
32
40
50
TYPEBCDBCDBCDBCDBCDBCDE
EFFECTIVE AREA
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
EXTENDRETRACT
.44
.37
.49
.41
.76
.64
1.251.07
1.951.64
3.042.56
285236
314264
491412
804691
12571056
19631649
SERIES SKBASE WEIGHT
kglb1.761.761.903.353.353.534.124.124.526.736.737.3910.5610.5611.6019.0119.0120.5922.25
.80
.80
.861.521.521.601.871.872.053.053.053.354.794.795.268.628.629.3410.09
SERIES SLBASE WEIGHT
2.322.322.454.234.233.535.385.385.938.168.169.0212.8612.8614.0923.8423.8425.7827.87
1.051.051.111.921.921.602.442.442.693.703.704.095.835.836.3910.8110.8111.6912.64
.10
.10
.12
.17
.17
.20
.20
.20
.28
.39
.39
.56
.56
.56
.73
.73
.73
.901.12
.002
.002
.002
.003
.003
.004
.004
.004
.005
.007
.007
.010
.010
.010
.013
.013
.013
.016
.020
6.7
7.8
13.4
20.2
33.7
56
32
36
62
89
151
250
NOTE: Thrust capacity, allowable mass and dynamic moment capacity must be considered when selecting a slide.
ISO CYLINDER NOTES (-H11 or -H12 option):1) Cylinder supplied by user.2) Cylinder rod extensions are not required. Slide units have a rod adaptor coupling
standard for each specific unit at the correct length (-H11, -H12).3) For repeatability, consult the cylinder manufacturer.4) Minimum travel required for all Series SK or SL Slides with ISO cylinders is: Size 1 25 mm 4 50 mm 2 25 mm 5 50 mm 3 25 mm 6 50 mm5) Slide travel will be .019 to .039 [.5 to 1 mm] less than the ISO cylinder stroke on
-H11 or -H12 units when properly adjusted.
ISO CYLINDER SPECIFICATIONS(OPTION -H11 OR -H12)
��16 mm per ISO/6432 Standard� 20 mm per ISO/6432 Standard� 25 mm per ISO/6432 Standard� 32 mm per VDMA 24562/ISO 6431� 40 mm per VDMA 24562/ISO 6431� 50 mm per VDMA 24562/ISO 6431
SIZE123456
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SLIDE SELECTIONThere are three major factors to consider when selecting a slide:
SKB
SKC
SKD
SKB
SKC
SKD
SKB
SKC
SKD
SKB
SKC
SKD
SKB
SKC
SKD
SKB
SKC
SKD
SKE
0.80 + (0.0018 x T)
0.80 + (0.0018 x T)
0.86 + (0.0022 x T)
1.52 + (0.003 x T)
1.52 + (0.003 x T)
1.60 + (0.0035 x T)
1.87 + (0.0035 x T)
1.87 + (0.0035 x T)
2.05 + (0.005 x T)
3.05 + (0.007 x T)
3.05 + (0.007 x T)
3.35 + (0.010 x T)
4.79 + (0.010 x T)
4.79 + (0.010 x T)
5.26 + (0.013 x T)
8.62 + (0.013 x T)
8.62 + (0.013 x T)
9.34 + (0.016 x T)
10.09 + (0.020 x T)
42900T + 11748900
T + 50.5116300T + 50.5
124400T + 122116300T + 53.8195100T + 53.8242000T + 133227000T + 54.2325000T + 54.2435000T + 115444000T + 64.6687000T + 64.6765000T + 64.6
15930T + 95.414560
T + 52.328500
T + 52.3
29260T + 11828500
T + 57.849000
T + 57.8
1
1
1
2
2
2
3
3
3
4
4
4
5
5
5
6
6
6
6
UNITSIZE
SLIDEmODEL
mAX. STATIC SIDE LOAD
NUNIT WEIGHT*
kg
SLB
SLC
SLD
SLB
SLC
SLD
SLB
SLC
SLD
SLB
SLC
SLD
SLB
SLC
SLD
SLB
SLC
SLD
SLE
1.05 + (0.0018 x T)
1.05 + (0.0018 x T)
1.11 + (0.0022 x T)
1.92 + ( 0.003 x T)
1.92 + (0.003 x T)
1.60 + (0.0035 x T)
2.44 + (0.0035 x T)
2.44 + (0.0035 x T)
2.69 + (0.005 x T)
3.70 + (0.007 x T)
3.70 + (0.007 x T)
4.09 + (0.010 x T)
5.83 + (0.010 x T)
5.83 + (0.010 x T)
6.39 + (0.013 x T)
10.81 + (0.013 x T)
10.81 + (0.013 x T)
11.69 + (0.016 x T)
12.64 + (0.020 x T)
1
1
1
2
2
2
3
3
3
4
4
4
5
5
5
6
6
6
6
UNITSIZE
SLIDEmODEL
mAX. STATIC SIDE LOAD
NUNIT WEIGHT*
kg
55070T + 15248900
T + 50.5116300T + 50.594000
T + 63.5116300T + 53.8226000T + 53.8219000T + 79227000T + 54.2360000T + 54.2443000T + 89444000T + 64.6767000T + 64.6868000T + 64.6
21080T + 58.728500
T + 57.849000
T + 57.8
13510T + 52.714560
T + 52.328500
T + 52.3
*Slide weights shown are calculated using a PHD Cylinder as the power source. Weight of unit with ISO cylinder would be similar.
SK AND SL mAXImUm LOADS & UNIT WEIGHTST = Travel in mm
BUSHING LOAD CAPACITYUse the Maximum Rolling load graphs for the relevant bushing (pages 70 to 75) and the maximum static side load calculation (below) to determine if the slide bushings can handle the total payload. Bushing loads shown are based on a service life of 5,000 kilometers of slide travel.
SHAFT DEFLECTIONUse the Deflection Graphs (pages 70 to 75) to determine if the slide has acceptable deflection for the application.
AIR CYLINDER THRUSTUse the effective piston area (see chart on previous page) of the slide’s cylinder to determine if thrust is sufficient for the applied load.
(The graphs on pages 70 to 75 provide complete sizing information.)
mAXImUm STATIC LOAD CAPACITY
6
5
4
3
10000
9000
8000
7000
6000
5000
4000
3000
2000
1000
0700650600550500450400350300250200150100500
Travel [mm]
Wei
ght [
N]
2
1
SERIES SLD
SK & SL SLIDE
1
2
3
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SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK & SL SLIDE
PHD offers the unique TC bushings as an alternative to traditional linear ball bushings. TC bushings offer the following advantages.
■ TC bushings are maintenance free and self lubricating.
■ The bushing design permits oversize shafts to be used in the slide body, saving space, and decreasing shaft deflection.
■ The ability to carry static loads up to 2 times greater than traditional linear bushings.
■ Can be used in harsh environments where dirt, grit, metal particles, and metal cutting fluids can damage or destroy other bushings.
■ TC bushings are almost impervious to static shock loads — there are no ball bushings to damage or Brinell the shafts.
■ End-of-travel shaft vibration is minimal compared to ball bushings (see graph below).
■ Slides with PHD’s TC bushings cost less than units with traditional ball bushings.
SLIDE BODY
TC BUSHING
BUSHING SLEEVE
SHAFT
400 800 1200 1600 2000 2400 2800 3200 3600 4000
0.375
0.250
0.125
0.000
0.125
0.250
0.375
AmPLITUDE OFOSCILLATION
[mm]
TImE IN mILLISECONDS
PHD TC BUSHINGS WITH 16 mm DIAmETER SHAFTS
400 800 1200 1600 2000 2400 2800 3200 3600 4000
TImE IN mILLISECONDS
LINEAR BALL BUSHINGS WITH 12 mm DIAmETER SHAFTS
AmPLITUDE OFOSCILLATION
[mm]
0.375
0.250
0.125
0.000
0.125
0.250
0.375
OSCILLATION
TOOL PLATE VIBRATIONTool plate vibration occurs on all slides when the tool plate
reaches full extension and the sudden stop causes the shafts to oscillate. Vibration is measured by the amplitude of the oscillation and its duration. This vibration may be critical in applications where precise tool plate location and fast cycle times are required.
Tests have shown that compared with linear ball bushings, PHD TC bushings with oversize shafts damp out this vibration in 1/3 to 1/2 the time with 1/3 less overall tool plate movement. The graphs below show an actual comparison for a PHD size 3 slide between the TC bushings with oversize shafts and linear ball bushings.
The test was run with a 150 mm travel slide in a vertical application with a 2.3 kilogram off-center load. The unit was cycled in 170 milliseconds using stop collars with no cushions.
1.38 + (T x LTP + LTM) B = Breakaway Pressure (bar)A
T=Total travel + tool plate extension (mm)LTP=Load at tool plate (N)LTM=Total moving load (N) mODEL
SKC81 &SKD81SLC81 &SLD81SKC82 &SKD82SLC82 &SLD82SKC83 &SKD83SLC83 &SLD83SKC84 &SKD84SLC84 &SLD84SKC85 &SKD85SLC85 &SLD85
SKC85, SKD86 & SKE86SLC85, SLD86 & SLE86
A46716087671027710784114127177
B0.01360.01360.01210.01210.00730.00730.00410.00410.00250.00250.00150.0015
PHD’S TC BUSHING
LUBRICATIONAll slides are permanently lubricated at the factory for
service under normal conditions. PHD Cylinders can be run using unlubricated air. Use of lubricated air with the cylinders will extend life. Optimum life can be obtained on Series SK/SL Slides by periodic lubrication (every 25 million inches of travel) of the shafts. PHD suggests a lightweight oil. Silicon-based lubricants should NOT be used on units with PHD’s TC bushings.
FRICTIONIn horizontal applications, a TC bushing has a higher breakaway
pressure required than a linear bushing. Breakaway pressure is affected by several factors including the load at the tool plate, slide travel and the total moving load. The following formulas yield approximate maximum breakaway pressure for the SK/SL Slides.
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�0
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
MAX. LOAD[N]
TRAVEL [mm]
ADDED DISTANCETO LOAD
SK & SL SLIDE
The following graphs are designed to provide a quick and easy method of selecting and comparing each SK and SL Slide. Maximum load versus travel is shown with various deflection curves to determine shaft deflection for the application. The linear ball bushing load ratings shown are derated by a factor of 1.2 from the bearing manufacturer’s ratings to provide a design safety factor. Consult PHD for applications which exceed maximum load ranges shown. Maximum loads are based on a service life of 5,000 kilometers of linear travel at .6 meter/sec average velocity.
The deflection figures given in these graphs are based on the effect of external loads. Shaft straightness, shaft weight, and bearing alignment will affect the accuracy of the tool plate location.
0
LOAD VS. LIFE
0
20
40
60
80
LOAD
(N)
A- 1.27 Million Meters LifeB- 2.54 Million Meters LifeC- 5.08 Million Meters Life
BA
C
50 100 150 200 250 300
TRAVEL (mm)
TRAVEL (mm)
50 100 150 200 250 300
A 80
70
0
22
18
16
0
40
30
24
0
50
40
35
1
.80
.20.10.05
SKD81
DEFLECTION
80
60
30
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
20
10
0
LOAD VS. LIFE
0
90
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
BLOAD
(N)
VELOCITY * 1 3 2 4
60 13 18 30
5010 16 24
408 13 18
20 3 5 8
30 5 9 13
90
70
50
40 10 0 0 3
0
LOAD VS. LIFE
0
70
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
50 100 150 200 250 300
A 60
50
40
30
20
10
0
17
14
12
8
6
3
0
0
25
19
16
12
8
4
0
0
34
29
24
18
14
9
41
.80
.20.10.05
SKC81
DEFLECTION
70
60
50
30
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
40
20
10
LOAD
(N)
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
40
60
80
100
LOAD
(N)
A- 1.27 Million Meters LifeB- 2.54 Million Meters LifeC- 5.08 Million Meters Life
50 100 150 200 250 300
TRAVEL (mm)
SLD81
VELOCITY * 1 3 2 4
20
0
LOAD VS. LIFE
0
40
60
80
100LO
AD (N
)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
50 100 150 200 250 300
TRAVEL (mm)
20
10
50
70
90
30
0
18
29
39
49
10
4
23
34
44
13
0
11
18
26
34
3
0
15
22
29
8
0
8
14
19
23
2
0
11
17
21
5
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
40
60
80
120
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
50 100 150 200 250 300
TRAVEL (mm)
20 10
50
70
30
0
18
29
39
65
10 4
23
34
13
0
11
18
26
40
3 0
15
22
8
0
8
14
19
35
2 0
11
17
5
10049342390442921
493423
TRAVEL (mm)
1
.80
.20.10.05
SKB81
DEFLECTION80
60
40
20
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
1.80
.20.10
SLB81
DEFLECTION100
40
20
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
.0580
60
BA
C
1.80
.20.10
DEFLECTION100
40
20
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
.05
80
60 B
A
SLC81
1
.80
.20
.10
DEFLECTION120
50
20
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.40
.05
110
60
B70
80
90
100
40
30
10
A
110
The scales of the load and travel axes change from graph to graph for maximum clarity.
Consult PHD for applications requiring high precision tool plate location.
When the load is attached to the face of the tool plate, add the distance between load center of gravity and tool plate to the travel length and use the total as the travel length in the following graphs.
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 1
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�1
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
1.75
.25.10.05
SKB82
DEFLECTION
80
60
40
20
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.50
2
100
1.75
.25.10.05
.50
2
SKC82
DEFLECTION140
120
100
60
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
80
40
20
LOAD
(N)
VELOCITY * 1 3 2 4
0
25
75
LOAD
(N)
B
A
3
100
50
3
TRAVEL (mm)
140 34 45 67
120 28 38 58
100 22 31 49
80 18 25 39
6012 18 28
408 11 19
20 3 5 10
0 0 0 0100 150 200 250 300500
TRAVEL (mm)100 150 200 250 300500
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
1.75
.25.10.05
SKD82
DEFLECTION
80
40
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
.50
2
160
20
60
140
120
100
VELOCITY * 1 3 2 4
0
40
80
LOAD
(N)
B
A
3
160
60
TRAVEL (mm)100 150 200 250 300500
140
120
100
20
40 55 80
35 47 70
30 40 60
23 33 50
15 25 45
5 10 15
0 5 10
0 0 0
10 18 40
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A 125
100
25
0
50
75
DEFLECTION
1.75
.25.10.05
.50
2
SLB82
100
50
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
75
25
125
LOAD
(N)
3
TRAVEL (mm)100 150 200 250 300500
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
0 0 0 0
DEFLECTION
.75
.25.10.05
.50
2
SLC82
160
100
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
120
60
40
20
80
140
180
1
LOAD
(N)
VELOCITY * 1 3 2 4
3
TRAVEL (mm)
180 45 57 92
160 39 51 80
14033 45 68
12028 39 59
10022 30 48
406 12 20
100 150 200 250 300500
8018 24 39
6012 18 28
200 6 13
LOAD VS. LIFE
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
1.75
.25.10.05
.50
2
SLD82
DEFLECTION220
200
160
100
0
LOAD
(N)
TRAVEL (mm)
0 300275250225200175150125100755025
120
60
40
20
80
140
180 LOAD
(N)
VELOCITY * 1 3 2 4
3
TRAVEL (mm)
220 65 70 115 200 55 60 100 18045 55 90
160 35 50 8014032 45 70
8015 22 40
40 0 5 20
0 0 0 0100 150 200 250 300500
12030 37 6010022 30 50
6010 15 30
20 0 0 10
SK & SL SLIDE
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 2
The scales of the load and travel axes change from graph to graph for maximum clarity.
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��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK & SL SLIDE
The scales of the load and travel axes change from graph to graph for maximum clarity.
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 3
0
LOAD VS. LIFE
0
40
80LOAD
(N) A- 2.54 Million Meters Life
B- 5.08 Million Meters Life
B
A
75 150 225 300 375 450
TRAVEL (mm)
180
160
140
120
100
60
20
0
15
35
85
75
65
60
45
25
5
0
10
25
55
50
45
35
30
15
5
0
3
17
43
38
33
28
21
10
0
VELOCITY * 1 3 2 4
425400375350300250225200125755025 100 150 175 275 325 450
0
LOAD VS. LIFE
0
40
80
LOAD
(N) A- 2.54 Million Meters Life
B- 5.08 Million Meters Life
B
A
75 150 225 325 400 450
TRAVEL (mm)
240
200
160140
100
60
200
25
45
125
100
857565
35
50
15
30
85
60
555040
25
00
10
20
60
45
403530
15
0
VELOCITY * 1 3 2 4
425400375350300250225200125755025 100 150 175 275 325 450
120
180
220
1550
553525
1107050
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
75 150 225 300 375 450
TRAVEL (mm)
0
LOAD VS. LIFE
0
100LOAD
(N) A- 2.54 Million Meters Life
B- 5.08 Million Meters Life
B
A
75 150 225 300 375 450
TRAVEL (mm)
220 200
180
140
80
20
0
45
100 95
85
65
40
10
0
30
70 65
55
45
25
5
0
20
50 45
40
30
15
0
VELOCITY * 1 3 2 4
50
100
425400375350300250225200125755025 100 150 175 275 325 450
0
LOAD VS. LIFE
0
40
80
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
75 150 225 325 400 450
TRAVEL (mm)
280
240
180160
120
60
20
425400375350300250225200125755025 100 150 175 275 325 450
140
220
260
150
160 80 50 35
120 55 35 25
4020 105
60 30 20 10
100
200
0
10
20
90
75
6055
35
15
5
45
70
80
30
65
0
15
35
140
115
9080
55
25
10
65
105
125
45
95
0
0
10
65
55
4035
25
5
0
30
50
60
20
45
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
BA
75 150 225 300 375 450
TRAVEL (mm)
150
50
100
SKB83
DEFLECTION
LOAD
(N)
TRAVEL (mm)0 425400375350300250225200125755025
1
.25.10.05
SKC83
DEFLECTION180
120
100
60
0
LOAD
(N)
TRAVEL (mm)0
.50
2
3
40
100 150 175 275 325 450
.75
160
140
80
20
1
.25.10
.05
SKD83
DEFLECTION240
160
140
60
0
LOAD
(N)
TRAVEL (mm)0
.50
2
3
40
.75
220
200
80
20
100
120
180
1.75
.25
.05
SLB83
DEFLECTION
150
100
0
LOAD
(N)
TRAVEL (mm)0 425400375350300250225200125755025
.50
2
350
1
.25.10.05
SLC83
DEFLECTION220
160
140
60
0
LOAD
(N)
TRAVEL (mm)0
.50
2
3
40
100 150 175 275 325 450.75
200
180
80
20
1
.25.10.05
SLD83
DEFLECTION
240
160
140
60
0
LOAD
(N)
TRAVEL (mm)0
.50
2
3
40
.75
220
200
80
20
100
120
180
.10
100
120
260
280
150
100
0
50
1.75
.25
.05
.50
2
3
.10
VELOCITY * 1 3 2 4
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
www.phdinc.com/apps/sizing • (800) 624-8511
��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK & SL SLIDE
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 4
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
350
300
250
200
150
100
50
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
175
150
125
100
75
50
25
250
225
200
VELOCITY * 1 3 2 4
0
80
70
60
45
30
20
10
130
110
90
0
55
40
35
25
20
15
5
80
70
60
0
30
25
20
15
10
5
0
60
50
40
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
1751501251007550
25
250225200
275300325
0
8570604535155
12011095
135150170
0
504035201550
807060
85100120
0
302520151020
555040
6580
100
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
400
200
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
300
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 600
TRAVEL (mm)
175150125100755025
250225200
300
350375
300
100
255075
100125150175200225
250
275
0
140
1020304060708090110
120
130
0
100
51520253040506070
80
90
0
60
51015202530354045
50
55
325
275
0
80705540302010
12011095
145
170180
160
130
0
453530251510
5
756555
95
115130
105
85
0
353025201050
554540
65
85100
75
60
1.75
.25.10.05
SKB84
DEFLECTION350
300
200
150
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
250
100
50
550500 600
1.75
.25.10.05
SKC84
DEFLECTION
225
200
125
100
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
175
75
25
550500 600
250
150
50
1.75
.25
.10
.05
SKD84
DEFLECTION
300
250
175
125
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
225
100
25
550500 600
325
200
75
50
150
275
1.75
.25.10.05
SLB84 DEFLECTION
400
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
1.75
.25.10
.05
SLC84
DEFLECTION
225
200
125
100
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
175
75
25
550500 600
300
150
50
1.75
.25
.10
.05
SLD84
DEFLECTION
350
250
175
125
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
225
100
25
550500 600
375
200
75
50
150
275
300
200
100
250
275
300
325
VELOCITY * 1 3 2 4 VELOCITY *
1 3 2 4
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
The scales of the load and travel axes change from graph to graph for maximum clarity.
www.phdinc.com/apps/sizing • (800) 624-8511
��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
The scales of the load and travel axes change from graph to graph for maximum clarity.
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 5
SK & SL SLIDE
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
A
100 200 300 400 500 600
TRAVEL (mm)
250
200
150
100
500
300
50
B
450
400
350
0
120
90
70
40
240
140
20
210
190
170
0
70
60
40
20
170
90
10
150
130
110
0
50
40
30
10
110
70
5
100
90
80
0
LOAD VS. LIFE
0
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
100 200 300 400 500 600
500
350
300
250
150
50
100
200
B
A 400
TRAVEL (mm)
450
LOAD
(N)
VELOCITY * 1 3 2 4
0
120
90
40
240
140
20
220
190
160
0
70
50
20
160
90
10
140
130
110
0
50
30
10
120
60
5
110
90
70
70 40 20
SKC85
0
LOAD
(N)
SLC85
350
1.75
.25.10
.05
DEFLECTION500
400
250
200
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
350
150
50
550500 600
100
300
450
1
.25.10
.05
DEFLECTION
400
250
200
0
LOAD
(N)
TRAVEL (mm)0 40030025020050
.50
2
3
100 150 450
350
150
50
550500 600
100
300
450
500
.75
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
A
100 200 300 400 500 600
TRAVEL (mm)
300
250
150
50
100
200
350
550
500
450
400
B
0
145
120
90
40
270
170
20
245
220
190
0
90
70
60
20
180
110
5
160
140
125
0
60
45
35
10
165
75
0
135
110
90
70 45 25
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
LOAD VS. LIFE
0 0
LOAD
(N)
A
100 200 300 400 500 600
TRAVEL (mm)
1000
800700 600
400
200 300
500
900
100
B
1.75
.25.10
.05
SKB85
DEFLECTION
800
500
400
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
700
300
100
550500 600
200
600
900
1.75
.25.10.05
SLB85 DEFLECTION
800
500
400
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
700
300
100
550500 600
200
600
900
1.75
.25.10
.05
SKD85
DEFLECTION550
450
250
200
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
400
150
50
550500 600
100
300
500
1
.75
.25
.10.05
DEFLECTION
550
350
300
0
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450
450
250
100
550500 600
200
400350
SLD85
150
50
500
650
LOAD
(N)
600
VELOCITY * 1 3 2 4
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
A
100 200 300 400 500 600
TRAVEL (mm)
450
350300 250
200
100
150
400
50
650 600 550 500
B
130
9070
55 40
20
30
110
10
210 190 170 150
0
220
160140 110 90
40
60
190
20
310 290 270 240
0
100
7060 45 30
10
20
80
0
150 140 130 120
0
A- 2.74 Million Meters LifeB- 5.08 Million Meters Life
LOAD VS. LIFE
0 0
LOAD
(N)
A
100 200 300 400 500 600
TRAVEL (mm)
1000
800700 600
400
200 300
500
900
100
1100
B
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
www.phdinc.com/apps/sizing • (800) 624-8511
��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
mAXImUm ROLLING LOAD & DEFLECTION GRAPHS, SIZE 6
SK & SL SLIDE
LOAD
(N)
0
LOAD VS. LIFE
0
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400
300
200
100
1100
700
500
1000
0
280
180
140
90
50
540
340
220
490
0
180
100
70
40
10
350
210
140
320
0
120
60
35
5
0
260
150
90
230
LOAD
(N)
0
LOAD VS. LIFE
0
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400300200100
1300
700
500
1000
LOAD
(N)
0
LOAD VS. LIFE
0
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400
300
200
100
1100
700
500
1000
0
280
180
130
80
30
540
330
220
490
0
180
100
70
50
20
360
210
140
320
0
220
70
40
25
5
260
150
90
230
11001200
0
270
180120
8040
620
320
220
480540580
0
170
100604020
420
200
120
310340380
0
110
6030
50
300
140
80
220250270
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400
300
200
100
800
700
500
0
290
190
130
90
45
390
340
240
0
180
120
80
50
20
240
210
150
0
130
80
50
30
10
180
160
110
800
900
390
440
250
290
180
200
800
900
800
900
390
440
250
280
180
200
380
430
240
280
180
200
.10
1.75
.25.10.05
SKB86 DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
200
650 700
400
600
800
1000
1200
1400
1.75
.25
.05
SKC86 DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
200
500
600
700
800
400
300
.10
1.75
.25
.05
SKD86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
200
500
600
700
800
400
300
1000
900
.10
1.75
.25
.05
SKE86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
200
500
600
700
800
400
300
900
1000
1100
.10
1.75
.25.10.05
SLB86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
200
650 700
400
600
800
1000
1200
1400
1.75
.25
.05
SLC86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
400
900
1000
600
500
.10
1.75
.25
.05
SLD86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
200
500
600
700
800
400
300
1000
900
.10
1
.75
.25
.05
SLE86
DEFLECTION
0
LOAD
(N)
TRAVEL (mm)0 40035030025020050
.50
2
3
100 150 450 550500 600
100
650 700
300
600
700
800
900
500
400
1000
1100
1300
800
700
300
200
1100
200
1200
LOAD
(N)
0
LOAD VS. LIFE
0
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400
300
200
100
1000
700
500
0
290
180
130
80
40
500
340
240
0
190
110
80
40
20
330
220
150
0
130
70
40
15
5
230
160
100
VELOCITY * 1 3 2 4
100 200 300 400 500 700600
800
900
380
440
250
290
190
210
VELOCITY * 1 3 2 4
100 200 300 400 500 700600
VELOCITY * 1 3 4
100 200 300 400 500 700600
VELOCITY * 1 3 2 4
100 200 300 400 500 700600
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.74 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 700
TRAVEL (mm)
600
1200
1000
800
600
400
200
1600
1400
VELOCITY * 1 3 2 4
100 200 300 400 500 700600 0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.54 Million Meters LifeB- 5.08 Million Meters Life
B
A
TRAVEL (mm)
600
400
300
200
100
900
700
500
VELOCITY * 1 3 2 4
800
1000
0
280
180
130
80
40
430
330
230
380
480
0
180
100
70
40
20
280
220
150
250
300
0
130
70
50
20
10
210
150
100
170
230
100 200 300 400 500 700600
2
0
LOAD VS. LIFE
0
LOAD
(N)
A- 2.74 Million Meters LifeB- 5.08 Million Meters Life
B
A
100 200 300 400 500 700
TRAVEL (mm)
600
1200
1000
800
600
400
200
1600
1400
* LOAD VS. LIFE VELOCITY (mm/sec)1 = 300 2 = 600 3 = 900 4 =1200
The scales of the load and travel axes change from graph to graph for maximum clarity.
www.phdinc.com/apps/sizing • (800) 624-8511
��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK & SL SLIDE
To determine stopping capacity, calculate total moving weight.
From Table 1, determine shaft and tool plate weight (WM).
Multiply the travel by the travel adder + base weight.
Example for SxB83 x 100: WM = (100 x 0.0023) + 0.76 = 0.99 kg
Add WM to attached load (payload) = Total Moving Weight (WTM )
0.99 + 5.0 = 5.99 kg
Using Kinetic Energy Graphs below, plot the total moving weight and impact velocity. If the value is less than slide with cylinder, cushion, or travel adjustment curves, that type of deceleration is adequate. If it is greater than these curves, hydraulic shock absorbers are required.
To determine the correct hydraulic shock, complete the calculation on the next page.
PHD suggests hydraulic shock absorbers for all applications where the center of gravity of the payload is off the slide centerline by more than 50 mm and travelling at speeds greater than 0.25 m/sec.
A = Slide with cylinder B = Slide with travel adjustments C = Slide with cylinder with cushions
mAXImUm ALLOWABLE KINETIC ENERGY GRAPHS
SLIDESIZE
SxB & SxC 81SxD 81
SxB & SxC 82SxD 82
SxB & SxC 83SxD 83
SxB & SxC 84SxD 84
SxB & SxC 85SxD 85
SxB & SxC 86SxD 86SxE 86
BASE WT.kg
0.380.410.580.670.761.081.371.752.262.883.954.956.02
TRAVEL ADDERkg/mm0.00120.00160.00180.00230.00230.00370.00470.00650.00650.00930.00930.01270.0167
Moving weight adders for slide kinetic energy calculation include toolplate, coupling, two collars, and shafts.
19
20
25
32
40
50
CYL. BORE(PHD)
TABLE 1
16
20
25
32
40
50
CYL. BOREH11/H12
6.05.55.04.54.03.53.02.52.01.51.00.50TOTAL mOVING WEIGHT (kg)
C
B
AImPA
CT V
ELO
CITY
(m/s
ec)
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
SIZE 1
0 1.1 2.3 3.4 4.5 5.7 6.8 7.9 9.1
TOTAL mOVING WEIGHT (kg)
C
B
ImPA
CT V
ELO
CITY
(m/s
ec)
2.3
2.0
1.8
1.5
1.3
1.0
.76
.51
.25
0
TOTAL mOVING WEIGHT (kg)
ImPA
CT Im
PACT
ImPA
CT Im
PACT
VEL
OCI
TY (m
/sec
)
TOTAL mOVING WEIGHT (kg)
ImPA
CT V
ELO
CITY
(m/s
ec)
TOTAL mOVING WEIGHT (kg)
ImPA
CT V
ELO
CITY
(m/s
ec)
TOTAL mOVING WEIGHT (kg)
ImPA
CT V
ELO
CITY
(m/s
ec)
C
BA
SIZE 6
B
A
C
C
BA
SIZE 3 C
BA
SIZE 4
A
SIZE 2
0 5.9 12 18 24 30 36 41 47 53 59
2.0
1.8
1.5
1.3
1.0
.76
.51
.25
00 4.5 9.1 14 18 23 27 32 36
2.0
1.8
1.5
1.3
1.0
.76
.51
.25
0
2.0
1.8
1.5
1.3
1.0
.76
.51
.25
0
2.3
2.0
1.8
1.5
1.3
1.0
.76
.51
.25
00 2.3 4.5 6.8 9.1 11 14 16 18 20 230 2.3 4.5 6.8 9.1 11 14
SIZE 5
SHOCK ABSORBER SELECTION GUIDE
www.phdinc.com/apps/sizing • (800) 624-8511
��
SIZE08
See Productivity Solutions (CAT-08) for ordering, dimensional, and options data.
SLID
ES
SK & SL SLIDESYmBOLS DEFINITIONSC = Number of cycles per hourd = Cylinder bore diameter [mm]EK = Kinetic energy [Nm]ET = Total energy per cycle, EK + EW [Nm]ETC = Total energy per hour [Nm/hr]EW = Work or drive energy [Nm]FD = Propelling force [N]P = Operating pressure [bar]S = Stroke of shock absorber [m]V = Impact velocity [m/sec)WTM = Total moving weight [kg]
PHD SHOCK ABSORBER PERFORmANCE GRAPHS
PHD SHOCKABSORBER
NO.57056-01-x57056-02-x57056-02-x57056-03-x57056-03-x57056-04-x
SLIDESIZE
123456
STROKEm
0.0160.0220.0220.0250.0250.040
THREADTYPE
M14 x 1.5M20 x 1.5M20 x 1.5M25 x 1.5M25 x 1.5M25 x 1.5
ET
TOTAL ENERGYPER CYCLE
Nm3.58.513.525.044.098.0
ETCTOTAL ENERGY
PER HOURNm
340005370053700700007000075000
FG
PROPELLINGFORCE
N530890890
150015002200
SHOCKABSORBER
WEIGHTkg
0.070.200.200.280.280.45
SHOCK ABSORBER SPECIFICATIONS
0 182 4 6 8 10 12 14 16
2.5
2.0
1.5
1.0
0.5
0.0
2.5
2.0
1.5
1.0
0.5
0.050454035302520151050
2.0
1.5
1.0
0.5
0.085
#57056-04-x
ET Total Energy [Nm]
Impa
ct V
eloc
ity [m
/sec
]
0 8075706560555045403530252015105
0.0 5.50.5 1.0 1.5 2.5 3.5 4.0 4.5 5.0
3.0
2.5
2.0
1.5
1.0
0.5
0.03.02.0
57056-01-1
57056-01-2
57056-02-3
57056-02-1
57056-02-2
57056-02-3
57056-03-1
57056-03-2
57056-03-3
57056-04-3
57056-04-1
57056-04-2
ET Total Energy [Nm]
#57056-02-xIm
pact
Vel
ocity
[m/s
ec]
#57056-03-x
ET Total Energy [Nm]
Impa
ct V
eloc
ity [m
/sec
]
#57056-01-x
Impa
ct V
eloc
ity [m
/sec
]ET Total Energy [Nm]
SHOCK ABSORBER SIZING CALCULATION:Follow the next six steps to size shock absorbers.
STEP 1: Identify the following parameters. These must be known for all energy absorption calculations. Variations or additional information may be required in some cases.
A. The total moving weight to be stopped in kg (WTM)
B. The slide velocity (V) at impact with the shock absorber in m/sec
C. External propelling force (FD) in N
D. Number of cycles per hour (C)
E. Orientation of the application’s motion (i.e., horizontal or vertical application). See next page.
STEP 2: Calculate the kinetic energy of the total moving weight.
STEP 3: Calculate the propelling force (FD).Horizontal application: FD = 0.0785 x d2 x P
Vertical application: FD = (0.0785 x d2 x P) + 9.8 x WTM
Calculate the work energy input (EW) from any external (propelling) forces acting on the load, using the stroke of the shock absorber selected. EW = FD x S
STEP 4: Calculate the total energy. ET = EK + EW
Use Shock Absorber Specifications Chart to verify that the selected unit has an ET capacity greater then the value just calculated. If not, reduce velocity, pressure, moving weight, or select a larger slide.
STEP 5: Calculate the total energy that must be absorbed per hour (ETC). ETC = ET x CUse Shock Absorber Specifications Chart to verify that the selected unit has an ETC capacity greater then the value just calculated. If not, reduce the cycles per hour or select a larger slide.
STEP 6: Determine the damping constant for the selected shock absorber. Using the appropriate Shock Absorber Performance Graph, locate the intersection point for impact velocity (V) and total energy (ET). The shaded area (-1, -2, or -3) that the point falls in is the correct damping constant for the application.
NOTE: The total energy per cycle (ET) is based on the slide and its components. Applications with ET larger than listed are not recommended.
EK = x V2WTM 2
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SIZE08
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SLID
ES
HORIZONTAL APPLICATIONSTEP 1: Application DataExample: SxB84 x 100 mm travel and 2 kg payload(WTM) Weight = 3.84 kg (Total Moving Weight)(V) Velocity = 2.0 m/sec (Speed of Travel)(d) Cylinder Bore Diameter = 32 mm(P) Operating Pressure = 6 bar(C) Cycles/Hr = 200 c/hrWM = 1.37 + (0.0047 x 100 mm)
WM = 1.84 kg
WTM = 1.84 + 2 kg
WTM = 3.84 kg
STEP 2: Calculate kinetic energy.
EK = 7.68 Nm
STEP 3: Calculate work energy.FD = 0.0785 x d2 x PFD = 0.0785 (322) x 6FD = 482.3 NEW = FD x SEW = 482.3 N x 0.025EW = 12.06 Nm
STEP 4: Calculate total energy.ET = EK + EW
ET = 7.3 + 12.06ET = 19.36 NmSince 19.36 is less than ET in Shock Absorber Specifications Chart, proceed.
STEP 5: Total energy absorbed per hourETC = ET x CETC = 19.36 x 200ETC = 3872 Nm/hrSince 3872 is less than ETC in Shock Absorber Specifications Chart, proceed.
STEP 6: Choose proper damping constant for correct shock absorber on Shock Absorber Performance Graphs (see previous page). #57056-03-1 is the correct unit for the application.
SIZING EXAmPLES
VERTICAL APPLICATIONSTEP 1: Application DataExample: SxB84 x 160 mm travel with a 4 kg payload(WTM) Weight = 6.12 kg (Total Moving Weight)(V) Velocity = 0.50 m/sec (Speed of Travel)(d) Cylinder Bore Diameter = 32 mm(P) Operating Pressure = 6 bar(C) Cycles/Hour = 400 c/hr
STEP 2: Calculate kinetic energy.
EK = 0.76 Nm
STEP 3: Calculate work energy.FD = (0.07854 x d2 x P) + 9.8 x WTM
FD = 482.5 + 59.98FD = 542.5 NEW = FD x SEW = 542.5 x 0.025EW = 13.6 Nm
STEP 4: Calculate total energy.ET = EK + EW
ET = 0.76 + 13.6ET = 14.36 NmSince 14.36 is less than ET in Shock Absorber Specifications Chart, proceed.
STEP 5: Total energy absorbed per hourETC = ET x CETC = 14.36 x 400ETC = 5744 Nm/hrSince 5744 is less than ETC in Shock Absorber Specifications Chart, proceed.
STEP 6: Choose proper damping constant for correct shock absorber on Shock Absorber Performance Graphs (see previous page). #57056-03-3 is the correct unit for this application.
EK = x V2
EK = x 2.023.842
WTM
2
EK = x 0.5026.122
EK = x V2WTM
2
S
LOAD
S
LOAD
SK & SL SLIDESHOCK ABSORBER SELECTION GUIDE
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SIZE08
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SLID
ES
SLIDESCv
NOTES: 1) T=Travel length inches [mm].2) Thrust capacity, allowable mass and dynamic moment capacity must be considered when selecting a slide.3) For additional speed information, consult PHD’s Series CV Cylinder pages.
SPECIFICATIONSOPERATING PRESSUREOPERATING TEMPERATURETRAVEL TOLERANCEREPEATABILITYVELOCITYLUBRICATIONMAINTENANCE
SERIES SCV35 psi min to 150 psi max [2.4 bar min to 10 bar max] air
-20° to +180°F [-29° to +82°C]See table below
±0.001 in [±.025 mm] of original position80 in/sec [2 m/sec] max., zero load at 87 psi [6.9 bar]
Factory lubricated for rated lifeField repairable
SLIDEDIRECTION
EFFECTIVEAREA BASE WEIGHT
2
3
4
5
6
7
8
9
0.394
0.472
0.630
0.787
0.984
0.984
1.181
1.181
EXTENDRETRACTEXTEND
RETRACTEXTEND
RETRACTEXTEND
RETRACTEXTEND
RETRACTEXTEND
RETRACTEXTEND
RETRACTEXTEND
RETRACT
GUIDE SHAFTDIAmETERUNIT
SIZE0.490.410.760.641.251.071.951.643.042.564.834.347.797.03
12.1711.41
BOREDIAmETER
TYPICALDYNAmIC LOAD
in mm10
12
16
20
25
25
30
30
0.787
0.984
1.260
1.575
1.969
2.480
3.150
3.937
in mm20
25
32
40
50
63
80
100
in2 mm2
314264491412804691
1257105619631649311728035027453678547363
1.75 + (.17 x T)
2.38 + (.22 x T)
3.95 + (.35 x T)
6.26 + (.50 x T)
11.37 + (.75 x T)
14.30 + (.79 x T)
26.67 + (1.14 x T)
35.83 + (1.22 x T)
0.80 + (.003 x T)
1.08 + (.004 x T)
1.79 + (.006 x T)
2.84 + (.009 x T)
5.16 + (.013 x T)
6.49 + (.014 x T)
12.11 + (.020 x T)
16.27 + (.022 x T)
lb kg8
15
25
35
50
75
100
150
36
67
111
156
222
334
445
667
lb N
CYLINDER RODDIAmETERin mm
0.315
0.394
0.472
0.630
0.787
0.787
0.984
0.984
8
10
12
16
20
20
25
25
2 & 3
4, 5, & 6
7,8, & 9
L ≤ 100L > 100L ≤ 500L > 500L ≤ 500L > 500
UNITSIZE
NOmINALTRAVEL
in mm
NOmINALTRAVEL TOLERANCE*
in mm
+0.059/-0.000+0.079/-0.000+0.079/-0.000+0.126/-0.000+0.098/-0.000+0.157/-0.000
+1.50/-0.000+2.00/-0.000+2.00/-0.000+3.20/-0.000+2.50/-0.000+4.00/-0.000
L ≤ 4L > 4L ≤ 20L > 20L ≤ 20L > 20
*NOTE: Travel tolerance values measured at 60 ±4 psi, due toimpact seal design.
TOTAL TRAVEL TOLERANCESTolerance on nominal travel length is shown in the
following table:
CYLINDER FORCE CALCULATIONS ImPERIAL mETRIC F = P x A F = 0.1 x P x A
F = Cylinder Force lbs NP = Operating Pressure psi barA = Effective Area in2 mm2
(Extend or Retract)
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SIZE08
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SLID
ES
SLIDE SELECTIONThere are four major factors to consider when selecting a slide.
mAXImUm ROLLING LOAD (Horizontal Applications Only)
The Maximum Rolling Load Graphs (pages 82 to 84) are based on the load capacity of the bearings. These graphs show total travel (see definition below), attached load, and speed. By plotting any two of these three parameters it is possible to determine the maximum allowable value of the third for a specific slide.
mAXImUm KINETIC ENERGY
To determine the appropriate type of deceleration for the application,first, calculate total moving load.
a) Determine guide shaft and tool plate moving load WM from the table below.b) Total Moving Load = WM + Attached Load
Next, plot the total moving load and impact velocity on the Kinetic Energy Graphs (pages 82 to 84). The line(s) above the point represent the acceptable means of decelerating the load. If the point falls above all three lines, choose a larger slide or modify the application parameters.
SHAFT DEFLECTION
Use the Deflection Graphs (page 85) to determine if the deflection of the slide is within acceptable limits for the application. The Deflection Graphs for horizontal applications account for bearing and shaft clearances, tool plate and guide shaft weight, and are based on representative loads within the range of each slide. The graphs for vertical applications account for bearing and shaft clearances only.
DEFINITION OF TOTAL TRAVEL:When the center of gravity (c.g.) of the attached load is located
at a distance in front of the face of the slide tool plate, this distance should be added to the slide stroke length and any tool plate extension to establish the total travel. This total travel should be used in the Maximum Rolling Load Graphs.
Total Travel = Slide Travel + Tool Plate Extension + Distance to Attached Load c.g.
SCVx2
SCVx3
SCVx4
SCVx5
SCVx6
SCVx7
SCVx8
SCVx9
mODEL
TRAVEL in [mm]
0.55[0.25]0.78
[0.36]1.9
[0.8]3.2
[1.4]5.7
[2.6]6.3
[2.9]11.4[5.2]13.9[6.3]
1[25]
2[50]
3[75]
4[100]
5[125]
6[150]
7[175]
8[200]
9[225]
10[250]
11[275]
12[300]
0.63[0.29]0.91
[0.41]2.1
[0.9]3.5
[1.6]6.1
[2.8]6.7
[3.1]12.0[5.5]14.5[6.6]
0.71[0.32]1.03
[0.47]2.2
[1.0]3.7
[1.7]6.5
[3.0]7.2
[3.3]12.7[5.7]15.1[6.9]
0.79[0.36]1.15
[0.52]2.4
[1.1]4.0
[1.8]7.0
[3.2]7.6
[3.4]13.3[6.0]15.7[7.1]
0.87[0.39]1.27
[0.58]2.6
[1.2]4.3
[1.9]7.4
[3.3]8.0
[3.6]13.9[6.3]16.4[7.4]
0.94[0.43]1.39
[0.63]2.8
[1.3]4.5
[2.1]7.8
[3.5]8.5
[3.8]14.5[6.6]17.0[7.7]
––––
3.0[1.3]4.8
[2.2]8.2
[3.7]8.9
[4.0]15.1[6.9]17.6[8.0]
––––
3.1[1.4]5.1
[2.3]8.7
[3.9]9.3
[4.2]15.8[7.1]18.2[8.3]
––––––––
9.1[4.1]9.8
[4.4]16.4[7.4]18.8[8.5]
––––––––
9.5[4.3]10.2[4.6]17.0[7.7]19.5[8.8]
––––––––––––
17.6[8.0]20.1[9.1]
––––––––––––
18.2[8.3]20.7[9.4]
GUIDE SHAFT AND TOOL PLATE mOVING LOAD (Wm) lb [kg]
TRAVEL
DISTANCETO ATTACHED
LOAD C.G.
ATTACHEDLOAD C.G
TOTALTRAVEL
1
2
3
4 AIR CYLINDER THRUST
Use the effective piston area (see cylinder thrust calculation and specifications on page 79) to determine if the cylinder has sufficient thrust to move the total moving load as calculated at left. Maintain a minimum ratio of thrust to total moving load of 2 to 1.
SCv SLIDE
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SIZE08
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SLID
ES
APPLICATION DATA:Slide Travel = 3 in [75 mm]Required Speed = 20 in/sec [.51 m/sec]Attached Load = 12 lb [ 5.4 kg], c.g. of load is 1 in [25 mm] from face of tool plate (c.g. location is needed to calculate total travel)Operating Pressure = 60 psi [ 4 bar]
SLIDE SIZING1. Determine maximum Rolling Load a) Calculate Total Travel = Slide Travel + Distance to Load c.g. = 3 in + 1 in = 4 in [= 75 mm + 25 mm = 100 mm] b) Plot total travel and required speed on Maximum Rolling Load Graphs (pages 82 to 84). The SCVx6 is acceptable, because for these parameters the slide can carry an attached load of 13 lb [5.9 kg] larger than the actual 12 lb [5.4 kg] load for this application. 2. Determine maximum Kinetic Energy a) Guide shaft and tool plate moving load is 6.5 lb [3.0 kg] (from table on previous page for SCVx6 with 3 in [75 mm] travel) b) Total Moving Load = 6.5 lb + 12 lb (attached load) = 18.5 lb [= 3.0 kg + 5.4 kg = 8.4 kg] c) Plot total moving load and velocity on the Kinetic Energy Graph for the SCVx6 (page 83). Since the point falls above the line for the cylinder only, appropriate deceleration methods would be either travel adjustment with shock pads or a cylinder with cushions. 3. Shaft Deflection a) Using the Deflection Graphs for horizontal applications (page 85), verify that for the total travel of the selected slide the deflection is acceptable.4. Air Cylinder Thrust a) Using the effective piston area and the operating pressure, verify that the cylinder has sufficient thrust for the application. Effective Piston Area = 2.56 in2 [1649 mm2] (from page 79) Cylinder Thrust = 2.56 in2 x 60 psi = 154 lb [= .1 x 1649 mm2 x 4 = 660 N] Total Moving Weight = 18.5 lb [8.4 kg x 9.8 m/sec2 = 82 N]The cylinder thrust is significantly more than the total moving weight and is therefore acceptable.
APPLICATION DATA:Slide Travel = 10 in [250 mm]Required Speed = 40 in/sec [1 m/sec]Attached Load = 5 lb [ 2.3 kg]Operating Pressure = 60 psi [ 4 bar]
SLIDE SIZINGThe required slide travel is 10 in [250 mm], and therefore an SCVx6 or larger slide must be used.1. Determine maximum Rolling Load a) Since the application is vertical, this step is not necessary.2. Determine maximum Kinetic Energy Without knowing which specific slide is going to be used, this step may require some iterations. Start with the SCVx6 since it is the smallest Series SCV Slide with the necessary travel. a) The guide shaft and tool plate moving load is 9.5 lb [4.3 kg]
(from table on previous page for SCVx6 with 10 in [250 mm] travel).
b) Total Moving Load = 9.5 lb + 5 lb = 14.5 lb [= 4.3 kg + 2.3 kg = 6.6 kg] c) Plot total moving load and velocity on the kinetic energy graph for the SCVx6 (page 83). d) The point is below the “cylinder with cushion” curve but above
the other two curves. Therefore to use the SCVx6, a cylinder with cushions would be required to decelerate the load. (A larger slide could be used if desired but the total moving load would need to be adjusted to determine the appropriate deceleration method using the kinetic energy graphs.)
3. Shaft Deflection a) Using the vertical application Deflection Graphs (page 85), verify that for the total travel of the selected slide the deflection is acceptable. Note that the deflection shown on this graph represents the total side play of the slide with no load applied.4. Air Cylinder Thrust a) Using the effective piston area and the operating pressure, verify that the cylinder has sufficient thrust for the application. Effective Piston Area = 2.56 in2 [1649 mm2] (from page 79) Cylinder Thrust = 2.56in2 x 60psi = 154lb [= .1 x 1649mm2 x 4 = 660N] Total Moving Weight = 14.5 lb [6.6 kg x 9.8 m/sec2 = 65 N]The cylinder thrust is significantly more than the total moving weight and is therefore acceptable.
3 in [75 mm]
1 in [25 mm]TOTAL TRAVEL4 in [100 mm]
ATTACHEDLOAD C.G.
HORIZONTAL APPLICATION VERTICAL APPLICATION
SCv SLIDE
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SIZE08
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SLID
ES
H
14[6.4] SCVx2
Total Travel inch [mm]
12[5.4]
10[4.5]
8[3.6]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
6[150]
mAXImUm ROLLING LOAD GRAPHS KINETIC ENERGY GRAPHS
A
6[2.7]
4[1.8]
2[.9]
18[8.2] SCVx3
Total Travel inch [mm]
14[6.4]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
6[150]
10[4.5]
6[2.7]
2[.9]
20[9.1]
SCVx4
Total Travel inch [mm]
15[6.8]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
10[4.5]
5[2.3]
6[150]
7[175]
8[200]
00 2
[.91]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
4[1.8]
6[2.7]
8[3.6]
10[4.5]
12[5.4]
F
G
H
SCVx2
SCVx3
SCVx4
00 5
[2.3]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
60[1.5]
80[2.0]
10[4.5]
15[6.8]
20[9.1]
40[1.0]
20[.51]
G
F
00 5
[2.3]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
30[.76]
90[2.3]
10[.25]
10[4.5]
15[6.8]
20[9.1]
50[1.3]
G
F
H
70[1.8]
BC
DE
AB
CD
E
AB
CD
E
30[.76]
90[2.3]
10[.25]
50[1.3]
70[1.8]
A = 10 in/sec [.25 m/sec]B = 15 in/sec [.38 m/sec]
C = 20 in/sec [.51 m/sec]D = 25 in/sec [.64 m/sec]E = 30 in/sec [.76 m/sec]
F = Cylinder with cushionG = Travel adjustment and shock padH = Cylinder only
SCv SLIDE
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SLID
ES
F = Cylinder with cushionG = Travel adjustment and shock padH = Cylinder only
mAXImUm ROLLING LOAD GRAPHS KINETIC ENERGY GRAPHS
20[9]
SCVx5
Total Travel inch [mm]
15[6.8]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
10[4.5]
5[2.3]
6[150]
7[175]
8[200]
25[11]
30[14]
35[16]
40[18]
SCVx5
00 15
[6.8]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
20[9]
30[14]
40[18]
35[16]
25[11]
5[2.3]
10[4.5]
30[.76]
60[1.5]
70[1.8]
80[2.0]
10[.25]
50[1.3]
40[1.0]
20[.51]
G
F
H
AB
CD
E
SCVx6
SCVx7
SCVx6
SCVx7
Total Travel inch [mm]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
6[150]
7[175]
8[200]
9[225]
10[250]
70[32]
60[27]
50[23]
40[18]
30[14]
20[9]
10[4.5]
Total Travel inch [mm]
00 1
[25]
Atta
ched
Loa
d lb
s [K
g]
2[50]
3[75]
4[100]
5[125]
6[150]
7[175]
8[200]
9[225]
10[250]
70[32]
60[27]
50[23]
40[18]
30[14]
20[9]
10[4.5] 0
0 10[4.5]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
30[.76]
50[1.3]
70[1.8]
80[2.0]
10[.25]
20[9]
30[14]
40[18]
50[23]
70[32]
F
HG
60[1.5]
40[1.0]
20[.51]
00 10
[4.5]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
20[9]
30[14]
40[18]
50[23]
60[27]
70[32]
AB
CD
E
AB
CD
E
35[.89]
60[27]
45[1.1] F
H
G
5[.13]
15[.38]
25[.64]
A = 10 in/sec [.25 m/sec]B = 15 in/sec [.38 m/sec]
C = 20 in/sec [.51 m/sec]D = 25 in/sec [.64 m/sec]E = 30 in/sec [.76 m/sec]
SCv SLIDE
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SIZE08
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SLID
ES
mAXImUm ROLLING LOAD GRAPHS KINETIC ENERGY GRAPHS
SCVx8
SCVx9
SCVx8
SCVx9
Total Travel inch [mm]
00
Atta
ched
Loa
d lb
s [K
g]
2[50]
4[100]
6[150]
8[200]
12[300]
90[41]
50[23]
30[14]
10[4.5]
10[250]
70[32]
40[18]
20[9]
60[27]
80[36]
Total Travel inch [mm]
00
Atta
ched
Loa
d lb
s [K
g]
2[50]
4[100]
6[150]
8[200]
12[300]
80[36]
70[32]
50[23]
40[18]
30[14]
20[9]10
[4.5]
60[27]
00 10
[4.5]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
20[9]
30[14]
40[18]
80[36]
50[23]
60[27]
70[32]
G
H
00 10
[4.5]
Total moving Load lb [kg](= Attached Load + Shaft and Tool Plate Load)
Impa
ct V
eloc
ity in
/sec
[m/s
ec]
20[.51]
30[.76]
35[.89]
5[.13]
20[9]
30[14]
40[18]
50[23]
60[27]
25[.64]
10[.25]
70[32]
80[36]
15[.38]
G
F
H
AB
CD
E
AB
CD
E
10[250]
20[.51]
30[.76]
35[.89]
5[.13]
25[.64]
10[.25]
15[.38]
F
F = Cylinder with cushionG = Travel adjustment and shock padH = Cylinder only
A = 10 in/sec [.25 m/sec]B = 15 in/sec [.38 m/sec]
C = 20 in/sec [.51 m/sec]D = 25 in/sec [.64 m/sec]E = 30 in/sec [.76 m/sec]
SCv SLIDE
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SLID
ES0.035[.89]
SCVx2 & SCVx3
Slide Travel inch [mm]
0.030[.76]
0.025[.64]
0.020[.51]
0.0000 1
[25]
Tool
Pla
te D
efle
ctio
n in
[mm
]
2[50]
3[75]
4[100]
5[125]
6[150]
0.015[.38]
0.010[.25]
0.005[.13]
0.035[.89]
SCVx4 & SCVx5
Slide Travel inch [mm]
0.030[.76]
0.025[.64]
0.020[.51]
0.0000 1
[25]
Tool
Pla
te D
efle
ctio
n in
[mm
]
2[50]
3[75]
4[100]
5[125]
6[150]
0.015[.38]
0.010[.25]
0.005[.13]
7[175]
8[200]
SCVx6 & SCVx7
Slide Travel inch [mm]
0.030[.76]
0.025[.64]
0.020[.51]
0.000
Tool
Pla
te D
efle
ctio
n in
[mm
]
0.015[.38]
0.010[.25]
0.005[.13]
0.035[.89]
SCVx8 & SCVx9
Slide Travel inch [mm]
0.030[.76]
0.025[.64]
0.020[.51]
0.0000
Tool
Pla
te D
efle
ctio
n in
[mm
]
2[50]
4[100]
6[150]
8[200]
0.015[.38]
0.010[.25]
0.005[.13]
10[250]
12[300]
VERTICAL APPLICATIONTOTAL SIDE PLAY
Slide Travel in [mm]
.050[1.3]
0.0000 1
[25]
Tool
Pla
te D
efle
ctio
n in
[mm
]
2[50]
3[75]
4[100]
5[125]
6[150]
.010[.25]
.020[.51]
.030[.76]
.040[1.0]
7[175]
8[200]
9[225]
10[250]
11[275]
12[300]
0 1[25]
2[50]
3[75]
4[100]
5[125]
6[150]
7[175]
8[200]
9[225]
10[250]
TOTAL SIDE PLAY
TOOL PLATEDEFLECTION
SCVx2, 8 lb [3.6 kg] load
SCVx3, 12 lb [5.4 kg] load
SCVx2, 2 lb [.9 kg] load
SCVx3, 3 lb [1.4 kg] load
SCVx4, 12 lb [5.4 kg] load
SCVx4, 3 lb [1.4 kg] load
SCVx5, 24 lb [10.9 kg] load
SCVx5, 6 lb [2.7 kg] load
40 lb [18 kg] load
10 lb [4.5 kg] load
60 lb [27 kg] load
10 lb [4.5 kg] load
SCVx2, SCVx3, SCVx4
SCVx5
SCVx6, SCVx7,SCVx8
DEFLECTION GRAPHS: HORIZONTAL APPLICATIONSDeflections shown below are for representative light and heavy loads for each size slide.
DEFLECTION GRAPHS: VERTICAL APPLICATIONS
SCv SLIDE