Table of Contents P211070-10 P211090-10 P211060-10 P211080-10 P211010-10 P211070-10 P211090-10 P211060-10 P211080-10 P211010-10 CDRB1BW50 Series CRB1 Series CRB2 Single/Double type CDRB1BW63, 80, 100 Solid state switch for size 10 and 15 requires no switch block, therefore the unit part no. will be P611070-13.
, 15, 20, 30, 40 10, 15 10, 15 20, 30, 40 Chart 5.
V = 200 mm/s or less L = 100 mm, V = 200 mm/s or less 10 10 Load mass m [kg] Load mass m [kg] 1 1 0.3 0.3 10 30 31 101 200 100 10 30 31 100 101 200 Stroke [mm] Stroke [mm] MGPKL32 L = 50 mm, V = 200 mm/s or less L = 100 mm, V = 200 mm/s or less 50 50 Load mass m [kg] Load mass m [kg] 10 10 3 3 10 50 51 100 101 200 100 101 200 10 50 51 Stroke [mm] Stroke [mm] 21 Model Selection MGPK Series
Note 3) For replacement of the 10 wear ring A, contact SMC or your nearest sales representative. Seal kit includes a grease pack (6, 10: 5 and 10 g, 15 to 63: 10 g). Order with the following part number when only the grease pack is needed.
Rod end configuration Bore size (mm) Symbol Specifications Round bar, Chamfered type Roller type Lever type with shock absorber -XA Change of rod end shape 12 10 10 -XC3 Special port location 16 10, 15 10, 15 -XC18 NPT finish piping port 20 10, 15, 20 10, 15, 20 32 10, 15, 20 40 20, 25, 30 20, 25, 30 20, 25, 30 50 Auto Switch Mounting Bracket Part No.
Applicable bore size (mm) 32, 40 UA C d1 d2 H K L UT Weight (g) 25 9 YB-03 32, 40 6.5 10 18 50 80 YU-03 15.8 14 M8 x 1.25 8 7 17 6 11 11 YB-05 50, 63 6.5 12 22 60 120 YU-05 50, 63 19.8 18 M10 x 1.5 10 40 7 17 6 13 YU-08 M16 x 2 80 24.8 23 13 90 9 22 8 20 14 YB-08 80 8.5 16 28 75 230 YU-10 M20 x 2.5 100 29.8 28 14 160 11 26 10 26 18 YB-10 100 10.5 18 36 90 455 9-10-25 25 Series CLQ Proper
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 Z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 Z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
48 48 (63) 0 (10) 40 D-M9, D-M9V 10 (17) 0 0 54 59 (66) 48 58 (65) 5 (12) D-F9W, D-F9WV 10 (17) 0 0 54 59 (66) 48 58 (65) 5 (12) ( ): Denotes the values of D-A9V, D-M9V and D-F9WV.
10 D-B5/B64 D-B59W 8 9 10 10 13 14 14 13 D-H7/H7W D-H7NF/H7BAL 4 4.5 5 4 D-H7C D-A3/D-A44 D-G39/D-K39 D-G5NTL D-G5NBL 7 9 10 8.5 9 9 10 10 Since this is a guideline including hysteresis, not meant to be guaranteed.
10 D-B5/B64 D-B59W 8 9 10 10 13 14 14 13 D-H7/H7W D-H7NF/H7BAL 4 4.5 5 4 D-H7C D-A3/D-A44 D-G39/D-K39 D-G5NTL D-G5NBL 7 9 10 8.5 9 9 10 10 Since this is a guideline including hysteresis, not meant to be guaranteed.
A part z1 m1 = 20 x 3 x 4 x 2.7 x 10-6 = 6.48 x 10-4 (kg) Weight calculation m1 = a x b x c x Relative density IZ1 Inertial moment around Z1 axis IZ1 = {m1 (a2 + b2) / 12} x 10-6 = {6.48 x 10-4 x (202 + 32)/12} x 10-6 = 2.21 x 10-8 (kg.m2) = 2.21 x 10-8 + 6.48 x 10-4 x 16.42 x 10-6 = 0.20 x 10-6 (kg.m2) IA Inertial moment around Z axis IA =IZ1 + m1r12 x 10-6 z f2 z2 B part r2 = 23.5(mm)
A part z1 m1 = 20 x 3 x 4 x 2.7 x 10-6 = 6.48 x 10-4 (kg) Weight calculation m1 = a x b x c x Relative density IZ1 Inertial moment around Z1 axis IZ1 = {m1 (a2 + b2) / 12} x 10-6 = {6.48 x 10-4 x (202 + 32)/12} x 10-6 = 2.21 x 10-8 (kg.m2) = 2.21 x 10-8 + 6.48 x 10-4 x 16.42 x 10-6 = 0.20 x 10-6 (kg.m2) IA Inertial moment around Z axis IA =IZ1 + m1r12 x 10-6 z f2 z2 B part r2 = 23.5(mm)
MI-A0801-10 MI-A0801-20 MI-A1201-10 MI-A1201-20 MI-A1201-30 MI-A2001-10 MI-A2001-20 MI-A2001-30 MI-A2501-30 MI-A2501-50 MI-A3201-30 MI-A3201-50 MI-A0802-10 MI-A0802-20 MI-A1202-10 MI-A1202-20 MI-A1202-30 MI-A2002-10 MI-A2002-20 MI-A2002-30 MI-A2502-30 MI-A2502-50 MI-A3202-30 MI-A3202-50 MI-A0803-10 MI-A0803-20 MI-A1203-10 MI-A1203-20 MI-A1203-30 MI-A2003-10 MI-A2003-20 MI-A2003-30 MI-A2503
MI-A0801-10 MI-A0801-20 MI-A1201-10 MI-A1201-20 MI-A1201-30 MI-A2001-10 MI-A2001-20 MI-A2001-30 MI-A2501-30 MI-A2501-50 MI-A3201-30 MI-A3201-50 MI-A0802-10 MI-A0802-20 MI-A1202-10 MI-A1202-20 MI-A1202-30 MI-A2002-10 MI-A2002-20 MI-A2002-30 MI-A2502-30 MI-A2502-50 MI-A3202-30 MI-A3202-50 MI-A0803-10 MI-A0803-20 MI-A1203-10 MI-A1203-20 MI-A1203-30 MI-A2003-10 MI-A2003-20 MI-A2003-30 MI-A2503
D-M9W 10 2 pcs. D-M9WV D-M9AV 5 Note 2) 1 pc. 10 2 pcs. 5 Note 2) 1 pc. D-M9A 10 Note 2) 2 pcs. 5 1 pc. D-M9V 5 2 pcs. 5 1 pc. D-A9V 10 2 pcs. 5 1 pc. D-A9 10 2 pcs. 1 pc. 15 D-P3DWA 2 pcs. 15 Note 1) Confirm that it is possible to secure the minimum bending radius of 10 mm of the auto switch lead wire before use.
Eccentricity 200 mm 1 10 10 0.1 Weight m (kg) Weight m (kg) Weight m (kg) 1 1 20 16 20 16 10 6 20 16 10 6 0.01 0.1 0.1 10 6 0.01 0.001 0.01 80 100 0 20 40 60 80 100 0 20 40 60 80 100 0 20 40 60 Overhang L (mm) Overhang L (mm) Overhang L (mm) Selection Example 1.
Selection Graph [Graph 2] Allowable load mass by stroke 10 [Graph 1] Allowable load mass by stroke 6 10 10 Load mass [kg] Load mass [kg] y, z + A 200 y, z + A 300 y, z + A 100 1 1 0 100 200 300 400 500 600 0 100 200 300 400 Stroke [mm] Stroke [mm] [Graph 4] Allowable load mass by stroke 20 [Graph 3] Allowable load mass by stroke 15 100 10 y, z + A = 0 Load mass [kg] Load mass [kg] y, z
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
Load Eccentricity 200 mm Graph n n Load Eccentricity 200 mm 10 10 1 Mass m (kg) Mass m (kg) 1 20 16 20 16 20 16 10 6 1 0.1 0.1 10 10 6 6 0.1 0.01 0.01 0 20 40 60 80 100 0 20 40 60 80 100 0 20 40 60 80 100 Overhang L (mm) Overhang L (mm) Overhang L (mm) Selection Example (Horizontal Mounting) 2.