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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).

7 44.5 (Station 1) (Station n) 4 x M3 x 0.5 depth 6 (Bracket mounting screw) L Dimension n L n: Stations 1 35 27 20 396 388 13 32 51 70 89 108 127 146 165 184 203 222 241 260 279 298 317 336 355 374 2 54 46 3 73 65 4 92 84 5 111 103 6 130 122 7 149 141 8 168 160 9 187 179 10 206 198 11 225 217 12 244 236 13 263 255 14 282 274 15 301 293 16 320 312 17 339 331 18 358 350 19 377 369 L1 L2 L3

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.

Number of needle rotations Dimensions D3 Applicable tubing O.D. d D1 L3 A L4 M T H (Width across flats) L2 L1 Metric Size/Inch Size [mm] Model d T H D1 D3 L1 L2 L3 L41 A2 M Weight [g] Unlocked Locked Unlocked Locked AS121F-M3-02A-X790 2 11.9 5 AS121F-M3-23A-X790 3.2 7.2 17.2 21.7 5.8 15.8 20.3 16.9 13.3 AS121F-M3-04A-X790 4 8.2 AS121F-M3-06A-X790 6 10.4 18.6 23.1 16.5 6 AS121F-M3-01A-X790

Connect the stripped cable to the L, N, PE terminals(For 400V, L1, L2, L3, PE) of the female connector. (Recommended tightening torque: 0.7 Nm) Female connector Screw (Recommended thightening torque : 0.7Nm) PE 2(N) 1(L1) 1(L) 2(L2) PE 3(L3) 200V type 400V type Fig 3-5 Cable connection HRR Series 3.3 Installation 3-11 HRX-OM-X071 Chapter 3 Transport and Setting Up 5.

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).

In-line Type Applicable tubing O.D. d Inch Size Metric Size Applicable tubing O.D. d Applicable tubing O.D. d Model Weight D1 D2 L1 L2 M1 L3 Max. Min. (g) Model Weight D1 D2 L1 L2 M1 L3 Max. Min.

Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com 4-M3 x 0.5 depth 6 (Bracket mounting screw) (Pitch) n-Rc 1/8 (A port) L Dimension n: Stations n L 1 37 27 2 56 46 3 75 65 4 94 84 5 113 103 6 132 122 7 151 141 8 170 160 9 189 179 10 208 198 11 227 217 12 246 236 13 265 255 14 284 274 15 303 293 16 322 312 17 341 331 18 360 350 19 379 369 20 398 388 L1 L2 L3

V100 SY (L5) Plug assembly 1 2 3 2-4.5 mounting hole (L4) SYJ VVQ100-12A(L3) 88 (8.5) L2 VK 48.7 L1 VZ Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com VT (45) (35) 33 25 (5.5) 23.5 VP 12.3 VG R11 (Min. bending inner radius) Manual override 21.5 (29.3) VP 104 S070

N L1 L2 Port B min. port size L3 L4 L5 L6 D P Q1 Q2 MA MB FA FB KRM11-06-10-10 KRM11-06-10-6 80 10 6 6 10 40 47 23.3 13 19.5 33.5 23.5 33 13.5 19 22 8.5 10 106 6 89 10 120 55 73 53 55 KRM11-08-12-10 KRM11-08-12-6 8 12 25.7 15.5 22.5 37.5 26 36.5 20.5 24 10 11.5 14.7 86 74 KRM12 Weight (g) Applicable tube O.D.(mm) Thread Rc(PT) H (Hex.) Port B min. port size Part No.

SY SYJ (L5) Plug assembly (L4) VK 2-4.5Mounting hole 1 2 3 VVQ100-12A(L3) 88 (8.5) L2 VZ 48.7 L1 VT VT (45) (35) 33 25 (5.5) VP 23.5 12.3 VG R11 Manual override 21.5 (Min. bending inner radius) (29.3) VP 104 VQ VQZ Stations 1 2 3 4 5 n Dside Uside VZ 2-M5 X 0.8(E port) VS 2-M5 X 0.8(P port) 42.9 A A 20 (8.5) 1.5 5 n-M5 X 0.8 (A port) 5 (7.5) 15 P=10 38 Equation: L1=10n+32 L2=10n+43

30 80 50 5 192 40 100 60 5 232 45 Size D (g6) G H M N U UU L 30 8 6 13 10 8 53 63 7.8 50 15 11 27 20 15 89 109 14 63 17 13 29 22 17 105 127 16 80 20 15 38 25 20 130 155 19 100 25 19 44 30 25 156 186 24 Note) Dimension parts different from the standard conform to the general tolerance.

D-Y7P, D-Y7PV D-Y59B, D-Y69B D-Y59A, D-Y69A Internal circuits Lead wire length 0.5m 10 9 10 D-Y59A, D-Y69A Lead wire length 3m 53 50 53 Dimensions DC(+) Brown [Red] D-Y59A, D-Y7P, D-Y59B Main circuit of switch OUT Black [White] M2.5 x 4 Slotted set screw Indicator light 3.4 2.5 DC() Blue [Black] SMC 6.2 5 D-Y7P(V) 29 DC(+) Brown [Red] Main circuit of switch Most sensitive position 12.5 OUT

View A L1 L2 L3 PE Inlet of the power supply cable Note: Prepare a cable tie. Fasten the power cable to the mount on the base with the cable tie.

HRL Series 5.4 Description of Screen 5-53 HRX-OM-W060 Chapter 5 Display and Setting of Various Functions (1) (2) (3) (4) (5) (6) Serial communication setting Table 5.4-24 Setting of serial communication No.

View A L1 L2 L3 PE Inlet of the power supply cable Mount for cable tie Note: Prepare a cable tie. Fasten the power cable to the mount on the base with the cable tie.

Moment (Nm) Moment (Nm) Moment (Nm) Load mass (kg) M1 = F1 x L1 Piston speed V (mm/s) ML1C/M2, M3 M2 = F2 x L2 M3 = F3 x L3 Piston speed V (mm/s) (How to calculate the load ratio) A. Consider (1) max. load mass, (2) static moment, (3) dynamic moment (when stopper collides) when calculating the max. allowable moment and load mass.

Cyl.Dia Mass (kg) T 60" 45' 30' e u 0.01 po.2 p 0.01 It 0.2 p 0.01 p 0.2 tr 0,01 It 0.2 25 100 50 25 12.5 51.8 (87.2) 80 40 20 1 0 32 180 90 45 22.5 54.9 (s5.6) 47.8 53 78.4 39.2 4 2.2 '| .