-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.
10 10 2 pcs. 10 15 20 2 pcs. 5 10 15 15 20 20 15 32, 40, 50 32, 40, 50 5 15 10 5 1 pc. 10 10 20 1 pc. 5 5 10 15 15 20 15 Other than the applicable auto switches listed in How to Order, the following auto switches can be mounted.
(mm) Bore size D-A9, D-A9V D-M9, D-M9V D-F9W D-F9WV (mm) 10 15 25 5 10 Minimum Stroke for Auto Switch Mounting (2 pcs.)
(mm) Bore size D-A9, D-A9V D-M9, D-M9V D-F9W D-F9WV (mm) 10 15 25 5 10 Minimum Stroke for Auto Switch Mounting (2 pcs.)
Switch bracket Auto switch b Switch holder d Auto switch mounting screw c Auto switch mounting band D-X Technical Data 375 CG3 Series Operating Range (mm) Auto switch model Bore size 20 25 32 40 50 63 80 100 D-M9(V) D-M9W(V) D-M9A(V) 4.5 5.0 4.5 5.5 5.0 5.5 D-A9 7 6 8 8 8 9 D-C7/C80 D-C73C/C80C D-B5/B64 D-B59W D-H7/H7W D-H7NF/H7BA 9 8 10 10 10 11 8 10 9 10 10 11 11 11 13 13 14 14 14
Confirm the internal stopper strength at extension and retraction ends in the graph on page 10-10-8.
F F 1 2 1 2 MHL2-10DZ MHL2-16DZ MHL2-16D Z MHL2-10D Z 60 60 25 25 Pressure 0.6 MPa Gripping force [N] Gripping force [N] Gripping force [N] Gripping force [N] Pressure 0.6 MPa 50 50 20 20 Pressure 0.6 MPa 0.5 MPa Pressure 0.6 MPa 0.5 MPa 40 40 15 15 0.4 MPa 0.5 MPa 0.5 MPa 0.4 MPa 0.4 MPa 30 30 0.4 MPa 10 10 0.3 MPa 20 20 0.3 MPa 0.3 MPa 0.3 MPa 0.2 MPa 5 5 10 10 0.2 MPa 0.2 MPa 0.2 MPa 10