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Me3 Guide central axis We W L2 A Me1 Me1 = 1/3WeL1 = 1/31680.05 = 2.8 [Nm] 4 = Me1/Me1max = 2.8/7.2 = 0.389 W We Investigate Me1.

CY1F CY1F M1E m x g FE CYP M3E = 1/3 x FE x L2 (FE = 1.4/100 x a x g x m) = 0.05 x a x m x L2 = 0.05 x 300 x 0.5 x 0.04 = 0.3 [Nm] 3B = M3E/M3E max = 0.3/1.07 = 0.28 Investigate M3E. a From above, find the value of M3E max at 420 mm/s in Graph (3). M3 M3E m x g FE L2 DFrom above, n = 1 + 2 + 3A + 3B = 0.1 + 0.082 + 0.35 + 0.28 = 0.812 From n = 0.812 1, it is applicable.

M1E m x g FE M3E = 1/3 x FE x L2 (FE = 1.4/100 x a x g x m) = 0.05 x a x m x L2 = 0.05 x 300 x 0.5 x 0.04 = 0.3 [Nm] 3B = M3E/M3E max = 0.3/1.07 = 0.28 Investigate M3E. a From above, find the value of M3E max at 420mm/s in Graph 3. M3 M3E m x g FE L2 From above, n = 1 + 2 + 3A + 3B = 0.1 + 0.082 + 0.35 + 0.28 = 0.812.

B3T 11.81 1300) 2.28158) Lead wire length Stationsh) 2 4 5 6 10 t1 13 14 15 17 18 19 tn L1 (41.5) 2.O5 (s2) 2.46 (62.5)2.47 (73) 3.n (83.5) 3.70 (91) 4.11 (lo4.5) 4.53 fir5) 4.94 (i2s.s) (i361 5.77 (146.5) 6.18 (157) (167.5) 7.qr (178) 7.42 (188.5) 8.25 (2@5 j l2m) 9.07 (230.5 L2 1.32 (33.5)1.73 {44) 2.15 (54.5)2.56 (65) 2.97 (75.5)3.39 (86) 3.80 (96.5J 4.4 (107) 4.63 (1r75)5.O4 (la) rc8.8

B3T 11.81 1300) 2.28158) Lead wire length Stationsh) 2 4 5 6 10 t1 13 14 15 17 18 19 tn L1 (41.5) 2.O5 (s2) 2.46 (62.5)2.47 (73) 3.n (83.5) 3.70 (91) 4.11 (lo4.5) 4.53 fir5) 4.94 (i2s.s) (i361 5.77 (146.5) 6.18 (157) (167.5) 7.qr (178) 7.42 (188.5) 8.25 (2@5 j l2m) 9.07 (230.5 L2 1.32 (33.5)1.73 {44) 2.15 (54.5)2.56 (65) 2.97 (75.5)3.39 (86) 3.80 (96.5J 4.4 (107) 4.63 (1r75)5.O4 (la) rc8.8

B3T 11.81 1300) 2.28158) Lead wire length Stationsh) 2 4 5 6 10 t1 13 14 15 17 18 19 tn L1 (41.5) 2.O5 (s2) 2.46 (62.5)2.47 (73) 3.n (83.5) 3.70 (91) 4.11 (lo4.5) 4.53 fir5) 4.94 (i2s.s) (i361 5.77 (146.5) 6.18 (157) (167.5) 7.qr (178) 7.42 (188.5) 8.25 (2@5 j l2m) 9.07 (230.5 L2 1.32 (33.5)1.73 {44) 2.15 (54.5)2.56 (65) 2.97 (75.5)3.39 (86) 3.80 (96.5J 4.4 (107) 4.63 (1r75)5.O4 (la) rc8.8

L1 With coil scraper: C(D)Q2D-XC26C35 Spatter resistant specification for arc welding: CDQ2D-XC26C88/C89/C91 Th9 L2 (L) (A + Stroke) [mm] Bore size Stroke range XC35/XC91 XC88/XC89 A L L1 L2 Th9 A L L1 L2 Th9 Without magnet for auto switch Built-in magnet for auto switch Built-in magnet for auto switch 32 50 or less 116 126 51 33.5 5 23 0 0.052 131 56 38.5 10 23 0 0.052 75, 100 126 40 50

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 m1 m2 m3 Moment (Nm) M3 = F3 x L3 F3 M1 = F1 x L1 F1 M2 = F2 x L2 F2 L1 L2 L3 1.

Yaw moment M3 = W4 x L2 YES L2 Is there any influence of noise? (Refer to Caution on Handling on pages 706 and 707.) Install a noise filter. NO M3 There is no particular problem in using the system.

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Yaw moment M3 = W4 x L2 L2 Data YES Is there any influence of noise? (Refer to Caution on Handling on pages 6 and 7.) Install a noise filter.

Yaw moment M3 = W4 x L2 L2 Data YES Is there any influence of noise? (Refer to Caution on Handling on pages 6 and 7.) Install a noise filter.

Cylinder: MXY8-100 Cushion: Rubber stopper Mounting: Horizontal wall mounting Average speed: Va = 300 [mm/s] Load weight: W = 0.2 [kg] L2 = 40 mm L3 = 50 mm Model to be used Type of cushion Mounting orientation Average speed Va (mm/s) Load weight W (kg) Overhang Ln (mm) W L3 + A3 L2 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650

Dynamic moment U: Maximum speed U Calculation examples Operating conditions Cylinder: REBH15 Mounting: Horizontal wall mounting Maximum speed: U = 500 [mm/s ] Load weight: W = 1 [kg] (excluding weight of arm section) L1 = 200 [mm] L2 = 200 [mm] W L2 L1 Item Load factor n Note 1. Maximum load weight W 1 = W/Wmax = 1/3 = 0.111 = 0.333 Review W.

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).

Power supply voltage is 200VAC single phase Trouble OFF ON RA MC Emergency stop MC SK (Note 6) Driver Servo motor Servo amplifier (Note 7) Controller CNP1 MC NFB 1-phase 200 to 230VAC L1 CNP3 (Note 5) U L2 U Motor V L3 V [1] M W N W P1 (Note 1) P2 PE CNP2 P [2] (Note 2) C [3] D Encoder CN2 (Note 3) Encoder cable L11 L21 [1] Provide specified power supply to input terminals L1 and L2. [2]