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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 F1 = x A1 x P (1) F2 = x A2 x P (2) A1 = D2 (3) 4 A2 = (D2 d2) (4) 4 F1 = Cylinder force generated on the extending side (N) F2 = Cylinder force generated on the retracting side (N) = Load rate A1 = Piston area on the extending side (mm2) A2 = Piston

Note 3) Make sure to indicate the type of solenoid valve when ordering. 3 5 F2 (When double solenoid is mounted) (mm) C2 C3 C1 Model (size) A1 A2 B1 B2 B3 D1 D2 E1 E2 F1 F2 G R CVRB1BW50 CVRB1BW63 CVRB1BW80 CVRB1BW100 120 (136.5) 60 (61) 82.5 78 67 18 36 2.8 12 24 11.5 30 52 (53) 104 (120.5) 25 1/8 102 (136.5) 60 (61) 82.5 98 82 18 36 2.8 16 24 11.5 30 52 (53) 104 (120.5) 27.5 1/8 140 (155

Note 3) Make sure to indicate the type of solenoid valve when ordering. 3 5 F2 (When double solenoid is mounted) (mm) C2 C3 C1 Model (size) A1 A2 B1 B2 B3 D1 D2 E1 E2 F1 F2 G R CVRB1BW50 CVRB1BW63 CVRB1BW80 CVRB1BW100 120 (136.5) 60 (61) 82.5 78 67 18 36 2.8 12 24 11.5 30 52 (53) 104 (120.5) 25 1/8 102 (136.5) 60 (61) 82.5 98 82 18 36 2.8 16 24 11.5 30 52 (53) 104 (120.5) 27.5 1/8 140 (155

.-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.

The Function Selection Mode for OUT2 is set using F2. 2 will be displayed instead of 1 in the illustration above. (Example) P_1 P_2 2 3-Screen Display High-Precision Digital Pressure Switch ISE7m/7mG Series IO-Link Compatible Visualization of operation/equipment status/Remote monitoring and control by communication Configuration File (IODD File*1) Manufacturer Product part no.

To use for flow rate indication, select the sensor and units before setting the functions [F1], [F2], [F4]. The set values for [F1], [F2] and [F4] will be reset when the flow indication setting is changed.

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).

determination F3 D 1.6 x P WB Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)

F1 = X A1 X P . (1) F2 = X A2 X P . (2) 4 A1 = D2 . (3) 4 A2 = (D2 d2) . (4) F1 = Cylinder force generated on the extending side (N) F2 = Cylinder force generated on the retracting side (N) = Load rate A1 = Piston area on the extending side (mm2) A2 = Piston area on the retracting side (mm2) D = Tube bore size (mm) d = Piston rod diameter (mm) P = Operating pressure (MPa) While not

determination F3 D 1.6 x P WB Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)

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.

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).

D1.6 x P First tentative bore size determination F1 D1.6 x P WB Inclined operation W+WBWV PPV W + WB>WV P>PV Allowable driving force table (Fn) (n = 1, 2, 3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (cos + sin) Inclined F3 = (W + WB) x 9.8 x ( + 1) Vertical (Refer to page 4 for connection fitting weight.)

+ WB > WV P > PV Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal Inclined Vertical F2 = (W + WB) x 9.8 x (cos + sin) (See page 63 for vertical operation.)

EC 2 EC.1 2 (1) LECSS2-T ED () ED.1 (1) 150% LECSS2-T () () 150% F0 Tough drive Tough drive F0.1 Tough (1) [AL. 10.1] LECSS2-T drive F0.3 Tough (1) drive F2 F2.1 (1) FLASH-ROM LECSS2-T F2.2 (1) (MR Configurator2) F3 [AL. 54 ] F3.1 [AL. 54.1] LECSS2-T 8 56 8. 8.5 AA ON LECSS2-T SSCNET AA SSCNET (CN1ACN1B) OFF AA 8 57 8.

[F2] setting of OUT2 corrected operation. Removal of discriminatory expressions. Shorten the start-up time. Elimination copy function.

Load mass (kg) m1 m2 Moment (Nm) m3 M3 = F3 x L3 F3 F2 M1 = F1 x L1 F1 M2 = F2 x L2 L2 L1 L3 Calculation of Guide Load Factor 1) Maximum load mass (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 (collision speed = 1.4a) for (3).