SMC Corporation of America
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) a : Work piece acceleration (mm/s) Me: Dynamic moment L : Overhang to work piece center of gravity (mm) 50 L1 0 2 4 6 8 10 Transfer load m (kg) 150 L2 100 Mer m 50 L2 0 2 4 6 8 10 Mer Transfer load m (kg) m a = 500 150 a = 1000 100 a = 2000 L3 50 m Mey a 0 2 4 6 8 10 Transfer load m (kg) Refer to page 145 for deflection data. 90 Standard Motor/Horizontal Mount Specification Series LJ1S20

Weight of 2 attachments (m2): 0.05 kg 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 Load weight m1 (kg) Vertical mounting Horizontal mounting Weight of 2 attachments m2 (kg) Rotation time 2 Confirm that it is within the adjustable rotation time range. 0.2 s/90

Work load [kg] Work load [kg] 40 30 Lead 8: LEY32DB Lead 10: LEY32B 30 20 24 19 Lead 16: LEY32DA 20 Lead 20: LEY32A 10 12 9 10 0 200 400 600 800 1000 1400 1200 0 0 200 400 600 800 1000 1200 0 Speed [mm/s] Speed [mm/s] LEY63 (Motor mounting position: Top/Parallel, In-line) 120 Lead 2.86: LEY63L (Top/Parallel type only) 100 Lead 5: LEY63C Work load [kg] 80 Area where the regeneration option

) Additional weight0.22 (kg/50 st) Cylinder stroke100 (st) 2.65 + 0.22 x 100 50 = 3.09 kg Add 0.34 kg for the double solenoid style

) Additional weight0.22 (kg/50 st) Cylinder stroke100 (st) 2.65 + 0.22 x 100 50 = 3.09 kg Add 0.34 kg for the double solenoid style

Wn Y Y-axis Yn X-axis Xn Z-axis Zn X Wa 65 mm 0 mm 5 mm 0.88 kg 210 65 150 111 Z Wb 150 mm 0 mm 42.5 mm 4.35 kg Wc 150 mm 111 mm 42.5 mm 0.795 kg Wd 150 mm 210 mm 42.5 mm 0.5 kg Y 42.5 5 n = a, b, c, d 3.

Example) CY1L25-650 (1) Maximum load mass = 20 kg (2) Load mass for 650 st = 13.6 kg 13.6 (3) = = 0.68 is the result. 20 1.

Wn Y Y-axis Yn Z-axis Zn X-axis Xn X Wa 65 mm 0 mm 5 mm 0.88 kg 210 65 150 111 Z Wb 150 mm 0 mm 42.5 mm 4.35 kg Wc 150 mm 111 mm 42.5 mm 0.795 kg Wd 150 mm 210 mm 42.5 mm 0.5 kg Y 42.5 5 n = a, b, c, d 3.

9/RJ06 4 30 8 Equivalent mass Me [kg] Equivalent mass Me [kg] Equivalent mass Me [kg] 25 RJ0604 3 6 20 RJ0806L RJ1007L 15 2 4 10 2 1 RJ0806H RJ0805 RJ1007H RJ1006 5 0 0 0 0 500 1000 1500 2000 0 500 1000 1500 2000 0 200 400 600 800 1000 Collision speed [mm/s] Collision speed [mm/s] Collision speed [mm/s] Graph @3/RJ20 Graph @4/RJ27 Graph @2/RJ14 40 200 100 Equivalent mass Me [kg] RJ2015L

) Load mass (kg) 63 Horizontal collision: P = 0.5 MPa Shock absorber 2.

RS MI Roller Type/Round Bar Type/Chamfered Type Lever Type (With shock absorber) Friction coefficient = 0 Graph (2) Graph (1) Lever Type (With shock absorber) Friction coefficient = 0.1 Graph (3) 100 200 200 50 130 130 50 50 100 100 50 40 40 40 Mass of transferred object m (kg) Mass of transferred object m (kg) Mass of transferred object m (kg) 32 40 Example 1 30 40 50 40 50 20 30 30 32

Thus the allowable load is 80 kg.

MY1H Reduction rate Current model Bore size (mm) 6% 2.17 kg 25 2.31 kg Weight is reduced by the die cast head 6% 4.37 kg 32 4.65 kg cover and removal of guide cover. 8% 5.84 kg 40 6.37 kg Space saving achieved by piping on the back Maintenance of dust seal band improved No need to select the dust seal band from two types.

Additional mass0.20/50 stroke Cylinder stroke100 stroke 0.59 + 0.20 x 100/50 = 0.99 kg Foot MB-L12 Flange MB-F12 Note) Order two foot brackets per cylinder.

Operating pressure: 0.5 MPa 100 150 Load mass m (kg) Load mass m (kg) 80 63 63 Refer to graph (6) based on the horizontal mounting and the load center of gravity position.

mass0.09 kg Cylinder stroke100 mm 0.32 + 0.09 x 100/50 = 0.50 kg 2.

Weights (kg) Calculation: (Example) CM2RKA32-100Z (32, 100 stroke, Bottom mounting) O Basic weight0.32 kg O Additional weight0.08 kg O Cylinder stroke100 stroke 0.32 + 0.08 x 100/50 = 0.48 kg Bore size (mm) 20 25 32 40 Basic weight Bottom mounting type 0.14 0.23 0.32 0.62 Front mounting type 0.14 0.22 0.32 0.61 Additional weight per 50 mm of stroke 0.04 0.06 0.08 0.13 Weight reduction for

: 500 mm/s Operating pressure: 0.6 MPa Load weight: 200 kg 300 Load weight m (kg) 250 63 200 Since the conditions are horizontal extension with a speed of 500 mm/s, use graph (5).