Your search for CH returned 24 result(s)
There were no hits with the full part number, but there were 37 hits in the keyword search.
There were no hits with the full part number, but there were 944 hits in the keyword search.
Product Information » New Products Search Results
2 , 60C (F and FS type only)] IDF IDU IDF FS Refer to SMC website for details.
/2 R 1/2 K K S S Exhaust port L L E H H E U U F F G G 2 P 2 P Port size Port size DIN terminal A D Q T J R Cable 6 to 12 S I K 24.4 1/2 Exhaust port (44) U F G1/2 L H E Port size 2 P G Dimensions (mm) Model Port size P A D E F G H I J K L S VXF25A< VXF26A< 2 1/2 3 182 206 92 102 212 247 47 63 117.5 119 141 176 18.6 18.6 78.4 78.4 59.8 59.8 24 24 30 30 Grommet Grommet (with surge voltage
A A a B B s j C f g t C0.5 C0.2 C0.2 b d e 45 45 Section A-A p k C0.5 45 C n h i l (d) C0.5 q m O Section B-B r (l) View C (mm) +0.2 0 l i o j k m n p q r s t b e g a c d f h Model 0 0.2 0.05 0.15 + 0.1 0 +0.2 0 3.5 +0.013 +0.001 CXS 6 2.75 M2.5 x 0.45 4.5 3.5 4.75 C0.5 2.8 0.5 4 3.5 3 3.5 16 0.1 M3 x 0.5 4 1 5.5 6 +0.2 0 0.05 0.15 0 0.2 + 0.1 0 +0.2 0 5 +0.016 +0.001 CXS10 4 M3 x 0.5 8 5
Load weight (kg) Caution The cylinder should be mounted in m1 orientation if maximum dustproofing is required. m m m Moment (Nm) M = F x L F3 M = F x L M = F x L F F2 L2 L1 L3 Maximum load weight Select the load weight from within the range of limits shown in the graphs. Note that the maximum allowable moment value may sometimes exceed even the operating limits shown in the graphs.
Bore size (mm) 12 16 20 25 32 40 Distance between guide rods GP 50 65 80 90 110 130 GP > 0.5 Calculation of load ratio to the theoretical output of cylinder = f / F Horizontal mounting: f = x W Inclined mounting: f = x Wcos + Wsin (Refer to the figure on the right.)
x L M F x L M F x L F F L L L 90 Mechanically Jointed Rodless Cylinder With Protective Cover Series MY1MW/CW How to Order MY1 M W 25 300 A93 Number of auto switches Guide type 2 pcs. 1 pc.
BC Tie rod extended rod cover end MX3 Stroke Hundredths of an inch F Rod side rectangular flange MF1 2.
safety margin of a=4, which allows for impacts that occur during normal transportation, etc. 2 x F > mg Number of fingers When = 0.2 When = 0.1 mg F = x 4 2 x 0.2 and therefore, mg F > 2 x mg F = x 4 2 x 0.1 = 10 x mg = 20 x mg With "a" representing the extra margin, F is determined by the following formula: 10 x work piece weight 20 x work piece weight Note) Even in cases where the
Auto Switch Standard D w/Auto Switch (Magnetic Piston) Style Standard Cylinder K Non-Rotating Cylinder W Double Rod M Male Rod Stud Mounting No. of Switches 2 Pieces S 1 Piece n n Pieces B MX0 Basic L MS1 Foot Bore Size 150 1.5 200 2 250 2.5 325 3.25 400 4 For larger bore sizes up to 32 bore.Please consult CAT: N304-EX F MF1 Front Flange G MF2 Rear Flange R MS4 Side-Tapped See Auto
E D H 3.4 4.5 6.6 E 15 25 45 A 60.6 95.9 121.5 F 26 38 64 B 64.6 97.5 121.5 G 4.9 6.4 11.7 C 70.6 107.9 134.5 D 77.2 115.5 145.5 Model MYC-S16A MYC-S25A MYC-S40A Applicable cylinder MY2C16 MY2C25 MY2C40 Guide for Using Side Supports kg For long stroke operation, the cylinder tube may deflect due to its own weight and/or load weight.
Refer to pages starting with 181 for mounting. 95 95 100 8(4)-6.2 B () () (170) A 110 20 95 95 () () (150) A B A B 100 200 300 400 500 600 Stroke Model LG1H212SC-700-F-X10 LG1H212SC-800-F-X10 LG1H212SC-900-F-X10 LG1H212SC-1000-F-X10 LG1H212SC-1200-F-X10 Stroke Model LG1H212SC100-F-X10 LG1H212SC200-F-X10 LG1H212SC300-F-X10 LG1H212SC400-F-X10 LG1H212SC500-F-X10 LG1H212SC600-F-X10 580 680
Displacement at "A" when a load is applied to "F" with the slide table retracted.
Displacement of Section A when force acts on Section F Displacement of Section A when force acts on Section F F A F Guide central axis (1 axis type) F For the double axis type, this is the cylinders central axis.
F = mg Mass m Movement I: Inertial moment Refer to page 100. Static torque calculation Tf = F x L (Nm) Load . g = 9.8m/s2 F: Pressing force (N) : Angular acceleration Load .
A M1 = F x L M2 = F x L M3 = F x L Note) Displacement of Section A when force acts on Section F CYP15 (M1) CYP15 (M2) CYP15 (M3) 0.05 0.05 0.05 0.04 0.04 0.04 Deflection (mm) Deflection (mm) Deflection (mm) 0.03 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.1 0.2 0.3 0 0.1 0.2 0.3 0 0.1 0.2 0.3 0 Moment (Nm) Moment (Nm) Moment (Nm) CYP32 (M1) CYP32 (M2) CYP32 (M3) 0.05 0.05 0.05 0.04 0.04 0.04
F A L L L Guide central axis A M1 = F x L M2 = F x L M3 = F x L Note) Displacement of Section A when force acts on Section F CYP15 (M1) CYP15 (M2) CYP15 (M3) 0.05 0.05 0.05 0.04 0.04 0.04 Deflection (mm) Deflection (mm) Deflection (mm) 0.03 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.1 0.2 0.3 0 0.1 0.2 0.3 0 0.1 0.2 0.3 0 Moment (Nm) Moment (Nm) Moment (Nm) CYP32 (M1) CYP32 (M2) CYP32 (M3)