1) 75 + 30 (n 2) (n = 2, 4, 6, 8) Note 1) 80 + 30 (n 2) (n = 2, 4, 6, 8) Note 1) 85 + 30 (n 2) (n = 2, 4, 6, 8) Note 1) 90 + 30 (n 2) (n = 2, 4, 6, 8) Note 1) n (Same surface) 90 + 100 (n 2) (n = 2, 4, 6, 8) Note 1) 95 + 100 (n 2) (n = 2, 4, 6, 8) Note 1) 100 + 100 (n 2) (n = 2, 4, 6, 8) Note 1) 105 + 100 (n 2) (n = 2, 4, 6, 8) Note 1) 110 + 100 (n 2) (n = 2, 4, 6, 8) Note 1) 125
Bore Size 075 088 106 125 150 200 3/4 7/8 1-1/16 1-1/4 1-1/2 Number of auto switches Nil S n L 2 pcs. 1 pc. n pcs.
hole 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 Pitch = 100 Mounting hole quantity n Quantity Stroke 100 2 4 200 3 6 300 4 8 A = (n-1) X pitch 400 5 10 30 500 6 12 600 7 14 LTF8 M6 bolt 3.5 6.6 or M6 2 X n-Mounting hole Pitch = 100 Mounting hole quantity n n
(Same surface) 90 95 100 105 110 125 100 D-A3 D-G39 D-K39 60 + 30 (n 2) n = 2, 4, 6, 8 65 + 30 (n 2) n = 2, 4, 6, 8 75 + 30 (n 2) n = 2, 4, 6, 8 80 + 30 (n 2) n = 2, 4, 6, 8 85 + 30 (n 2) n = 2, 4, 6, 8 90 + 30 (n 2) n = 2, 4, 6, 8 35 + 30 (n 2) n = 2, 3, 4 With n pcs.
Lead 6: LEY25B 300 Force [N] LEH 200 LEY -X5 100 11LEFS Lead 12: LEY25A Step 2 Check the lateral load on the rod end.
D-A9 5 15 30 Note 1) 15 + 35(n 2) 2 (n = 2, 4, 6) Note 3) 50 + 35 (n 2) (n = 2, 3, 4, 5) CM2 CM3 D-M9V 5 20 35 20 + 35(n 2) 2 (n = 2, 4, 6) Note 3) 35 + 35 (n 2) (n = 2, 3, 4, 5) CG1 CG1 D-A9V 5 15 25 15 + 35(n 2) 2 (n = 2, 4, 6) Note 3) 25 + 35 (n 2) (n = 2, 3, 4, 5) CG3 D-M9WV D-M9AV 10 20 35 20 + 35(n 2) 2 (n = 2, 4, 6) Note 3) 35 + 35 (n 2) (n = 2, 3, 4, 5) JMB D-C7 D-C80 5 15
Load [N] Load [N] LESH16 LESH16 LESH16 Lr = 120 mm 0.50 0.3 0.08 Table displacement [mm] Table displacement [mm] Table displacement [mm] LESH16-100 LESH16-100 LESH16-100 0.40 0.06 0.2 0.30 LESH16-50 0.04 LESH16-50 0.20 LESH16-50 0.1 0.02 0.10 0.000 100 200 300 400 0.000 50 100 150 200 0.00 50 100 150 200 Load [N] Load [N] Load [N] LESH25 LESH25 LESH25 Lr = 200 mm 0.80 0.4 0.20 Table displacement
-300 0.4 MGF 0.4 MGPA100-200 MGPA100-150 MGPA25-200 0.3 0.3 MGZ 0.2 MGPA25-150 MGPA25-100 0.2 MGPA100-100 0.1 0.1 MGT MGPA100-50 MGPA25-50 0 0 0 20 40 60 80 0 100 200 300 Load from lateral direction [N] Load from lateral direction [N] MGPA32, 40 0.8 Plate displacement amount [mm] MGPA -400 32 40 0.7 0.6 MGPA -300 32 40 0.5 MGPA -200 32 40 MGPA -150 32 40 MGPA -100 32 40 0.4 0.3 0.2 MGPA -
(Example) When STA = 20, STB = 5000 and STC = 200, the actual arc part times are as follows. At acceleration: 100 ms 20 20 = 100 [ms] < 200 [ms] Therefore, it will be limited to 100 [ms]. At deceleration: 200 ms 20 5000 = 400 [ms] > 200 [ms] Therefore, it will be 200 [ms] as you set. Setting range: 0 to 5000 5 90 5.
95 100 80 15 CA2 D-M9AL (n 2) 2 80 + 40 (n 4) 2 (n = 4, 8, 12, 16) 85 + 40 (n 4) 2 (n = 4, 8, 12, 16) 95 + 40 (n 4) 2 100 + 40 (n 4) 2 (n = 4, 8, 12, 16) 15 + 40 n (n = 2, 4, 6, 8) (n = 4, 8, 12, 16) CS1 2 (Different surfaces and same surface) 1 65 70 75 10 60 CS2 D-M9AVL (n 2) 2 60 + 30 (n 4) 2 (n = 4, 8, 12, 16) 65 + 30 (n 4) 2 (n = 4, 8, 12, 16) 70 + 30 (n 4) 2 75 + 30 (n 4) 2 (n = 4,
+ 55 140 + 55 n (n = 2, 4, 6, 8) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) 130 160 2 (Different surfaces), 1 15 125 140 150 (n 2) 2 (n 4) 2 (n 4) 2 (n 4) 2 (n 4) 2 (n 4) 2 D-F5NTL 15 + 55 130 + 55 160 + 55 125 + 55 140 + 55 150 + 55 n (n = 2, 4, 6, 8) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n = 4, 8, 12, 16) (n
6 M5: M5 thread Applicable connector: D-sub connector (Conforming to MIL-C-24308) Dimensions: Top Entry Connector [-FU] Formula L1 = 10.5n + 72 n: Station (Maximum 16 stations) n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 82.5 137.5 148 93 150 160.5 103.5 162.5 173 114 175 185.5 124.5 187.5 198 135 200 210.5 145.5 200 210.5 156 212.5 223 166.5 225 235.5 177 237.5 248 187.5 250 260.5 198 262.5
C3: 3.2 (SMC) C4: 4 (SMC) C6: 6 (SMC) N1: 1/8" (SMC) N3: 5/32" (SMC) N7: 1/4" (SMC) L: DIN Rail Overall Length n: Stations L n 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 L1 L2 L3 L4 L5 135.5 148 148 160.5 173 185.5 198 210.5 210.5 223 235.5 248 260.5 273 273 285.5 298 310.5 323 125 137.5 137.5 150 162.5 175 187.5 200 200 212.5 225 237.5 250 262.5 262.5 275 287.5 300 312.5 102.2 112.7
ML1C 125 140 160 180 200 250 Bore size (mm) Resistance (N) 962 1206 1576 1995 2463 3848 D3.
Find the drive resisting force Fn (N) when moving the load horizontally. CY3B6 CY3B32 400 300 200 40 30 20 Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) Allowable driving force Fn (N) 2.
(Pitch) (Pitch) (Station n)(Station 1) (Station n)(Station 1) VV4Z1-25FD VV4Z1-25FU (mm) (mm) 2 110.5 100 88 11.5 3 135.5 125 104 16 4 148 137.5 120 14 5 160.5 150 136 12.5 6 185.5 175 152 17 7 198 187.5 168 15 8 210.5 200 184 13.5 9 223 212.5 200 11.5 10 248 237.5 216 16 Stations L1 L2 L3 L4 Stations 2 135.5 125 104 16 3 148 137.5 120 14 4 160.5 150 136 12.5 5 185.5 175 152 17 6 198 187.5