Magnet: P (Built-in Strong Magnet), Clevis Width: A (16.5mm), Bore Size: 40mm, Port Type: TF (G), Stroke: 50mm, Accessories: Y (Dbl Knuckle Joint, M6 w/o Tap), Pedestal: None, Locking Direction: F (Extension Locking), Port Position: 3 (Port on Right, By-pass Piping on Left), Switch Mtg Rod Position: Top (Or None in the Case of No Switch, No Mounting Rod), Auto Switch: P79W--Reed, 2-color

Pressure(MPa): 1, Additional Function: No (Standard), Rod Motion: Double Acting Piece Rod, Operating Temperature Range(°C): -10～60, Auto Switches: P79WSE, Lead Wire Length(m): 0.3, The number of the switches: 2 pcs., Specification: Built-in strong magnet type, Port Screw Type: G, Clevis width(mm): 16.5, Tip fitting: Double knuckle joint (M6 without tap), Limit switch mounting base: None,

Basic Type/Direct Mount Type

F3 = (W + WB) x 9.8 x ( + 1) Vertical Refer to the allowable driving force table for the (Fn) of data K A . Determination of connection bracket weight (WB) WB WBmax Review of connection bracket WB WBmax CY3R CY3B (Refer to standard stroke table on page 1473.) Review of switch use and stroke NG Yes Yes Determination of stroke with switch Equipped with switch rail?

Magnetically Coupled Rodless Cylinder Low Profile Guide Type Series CY1F ø10, ø15, ø25 1

Load (kg) m1 m4 m2 m3 Moment (Nm) F3 M3=F3 x L3 L3 F1 M1=F1 x L1 F2 M2=F2 x L2 L1 L2 1. Maximum allowable load (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. Maximum Allowable Load To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).

Low Profile Guide Type

Load (kg) m1 m4 m2 m3 Moment (Nm) F3 M3=F3 x L3 L3 F1 M1=F1 x L1 F2 M2=F2 x L2 L1 L2 1. Maximum allowable load (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. Maximum Allowable Load To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).

MY1

Load (kg) Note: 1 Nm = 0.7375 ftlb 1 kg = 2.2046 lb 1 in = 25.4 mm W1 W W m Moment (Nm) M = F x L M = F x L M = F x L F3 F2 F1 L2 L1 L3 1. Maximum allowable load (1), static moment (2), and dynamic moment (at the time of impact with stopper) (3) must be examined for the selection calculations.

MY2

Load weight (kg) m1 m2 m3 Moment (Nm) M3 = F3 x L3 F3 M1 = F1 x L1 F1 M2 = F2 x L2 F2 L1 L2 L3 1. Maximum load weight (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).

Magnetically Coupled Rodless Cylinder Low Profile Guide Type Series CY1F ø10, ø15, ø25 1

.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com m4 m2 m3 Moment (Nm) F3 M3=F3 x L3 L3 F1 M1=F1 x L1 F2 M2=F2 x L2 L1 L2 1.

Mechanically Jointed Rodless Cylinder With Protective Cover Series MY1  W ø16, ø20, ø25, ø32, ø40, ø50, ø63 1

-X 20m2 m3 Data Moment (Nm) M1 = F1 x L1 F1 F2 M3 = F3 x L3 F3 M2 = F2 x L2 L1 L2 L3 Maximum Load Weight Select the load from within the range of limits shown in the graphs. Note that the maximum allowable moment value may sometimes be exceeded even within the operating limits shown in the graphs. Therefore, also check the allowable moment for the selected conditions.

Mechanically Jointed Rodless Cylinder Series MY2 ø16, ø25, ø40 1

.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com m1 m2 m3 Moment (Nm) M3 = F3 x L3 F3 M1 = F1 x L1 F1 M2 = F2 x L2 F2 L1 L2 L3 1.

Mechanically Jointed Rodless Cylinder Series MY3 ø16, ø25, ø40, ø63 1

.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com CX Load weight (kg) Dm1 -X 20m2 m3 Moment (Nm) Data M3=F3 x L3 F3 F2 M1=F1 x L1 F1 M2=F2 x L2 L2 L1 L3 1.

PF-OMN0011_C

No.PF-OMN0011CN-C / / PF3W3## SMC 2 9 12 13 15 15 16 21 23 23 F0 25 F1 OUT1 26 F2 OUT2 34 F3 40 F10 41 F20 45 F22 46 F30 48 F80 49 F81 50 F82 51 F90 52 F96 53 F97 54 F98 57 F99 58 59 62 63 66 66 69 71 -1No.PF-OMN0011CN-C (ISO/IEC)(JIS) 1) 2) 1) ISO 4414: Pneumatic fluid power -General rules relating to systems ISO 4413: Hydraulic fluid power -General rules

LFE-OMY0008

No.LFE*-OMY0008 / / / / / / / / LFE# SMC SMC SMC SMC 2 11 13 14 16 18 19 21 24 26 26 F1 OUT1 28 F2 OUT2 36 F3 40 F10 41 F20 45 F22 46 F30 47 F32 48 F33 50 F34 51 F80 52 F81 53 F82 54 F90 55 F98 56 F99 57 58 60 61 64 66 67 70 71 1 No.LFE*-OMY0008 (ISO/IEC) (JIS) 1 2 1) ISO 4414:Pneumatic fluid power -General rules relating to systems.

CY1F

Load (kg) m1 m4 m2 m3 Moment (Nm) F3 M3=F3 x L3 L3 F1 M1=F1 x L1 F2 M2=F2 x L2 L1 L2 1. Maximum allowable load (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. Maximum allowable load To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).

Magnetically Coupled Rodless Cylinder

F3 = (W + WB) x 9.8 x ( + 1) Vertical Refer to the allowable driving force table for the (Fn) of data K A . Determination of connection bracket weight (WB) WB WBmax Review of connection bracket CY3R CY3B WB WBmax (Refer to standard stroke table on page 12.) Review of switch use and stroke NG Yes Yes Determination of stroke with switch Equipped with switch rail? Equipped with switches?

VFR

position exhaust center: VFR2400-F3 position pressure center: VFR2500-FManual override (Non-locking) Manual override (Non-locking) 2-5 (Mounting hole) 2-5 (Mounting hole) Other dimensions are the same as the single type.

Table of Contents

position exhaust center: VFR2400-F3 position pressure center: VFR2500-FManual override (Non-locking) Manual override (Non-locking) 2-5 (Mounting hole) 2-5 (Mounting hole) Other dimensions are the same as the single type.

Magnetically Coupled Rodless Cylinder Series CY3B/CY3R

F3 = (W + WB) x 9.8 x ( + 1) Vertical Refer to the allowable driving force table for the (Fn) of data K A . Determination of connection bracket weight (WB) WB WBmax Review of connection bracket CY3R CY3B WB WBmax (Refer to standard stroke table on page 12.) Review of switch use and stroke NG Yes Yes Determination of stroke with switch Equipped with switch rail? Equipped with switches?

e-Rodless Actuator

Load weight (kg) m1 m2 m3 Moment (Nm) M1=F1 x L1 F1 F2 M3=F3 x L3 F3 M2=F2 x L2 L1 L2 L3 Maximum load weight 1. Maximum allowable load (1), static moment (2), and dynamic moment (at the time of acceleration/deceleration) (3) must be examined for the selection calculations.

Mechanically Jointed Rodless Cylinder Series MY2H/HT ø16, ø25, ø40

Load (kg) m1 m2 m3 Moment (Nm) M3 = F3 x L3 F3 M1 = F1 x L1 F1 M2 = F2 x L2 F2 L1 L2 L3 1. Maximum allowable load (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).