SMC Corporation of America
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Search Results "LVC52-S19N-F3"

VQ7 Enclosure C4 C6 C8 C0 F0 F1 F2 F3 P1 P2 P3 L0 L1 L2 T1 T3 M1 M2 M3 With 4 One-touch fitting With 6 One-touch fitting With 8 One-touch fitting Without One-touch fitting (With clip) Nil W Dust-protected Dust-tight, Water-jet-proof (IP65) Without lead wire F kit for 2 to 12 stations/Double wiring F kit for 13 to 24 stations/Double wiring F kit for 2 to 24 stations/Single wiring P/S kits

Port size Enclosure C4 C6 C8 C0 F0 F1 F2 F3 P1 P2 P3 L0 L1 L2 T1 T3 M1 M2 M3 Nil W Dust-protected Dust-tight, Water-jet-proof (IP65) With 4 One-touch fitting With 6 One-touch fitting With 8 One-touch fitting Without One-touch fitting (With clip) Without lead wire F kit for 2 to 12 stations/Double wiring F kit for 13 to 24 stations/Double wiring F kit for 2 to 24 stations/Single wiring P/J

No.PF-OMM0004-D / / PF3W7## SMC 2 11 13 14 16 17 19 21 24 26 26 F1 OUT1 60 F2 OUT2 36 F3 42 F10 43 F20 47 F22 48 F30 50 F80 51 F81 52 F82 53 F90 54 F98 55 F99 56 57 61 61 65 65 71 79 81 88 -1No.PF-OMM0004-D (ISO/IEC) (JIS) 1 2 1) ISO 4414:Pneumatic fluid power -General rules relating to systems.

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?

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).

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).

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.

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).

.-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.

-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.

.-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.

.-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.

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

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.

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).

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?

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.

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.

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?

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.