Series MXP Precision Air Slide Table

W W Mey Mep We We L3 A3 L2 A2 Note) Static moment : Moment by gravity Kinetic moment : Moment by stopper collision Max.allowable load:W max.

MXS Series Air Slide Table

When sum of load rate does not exceed 1, it is possible to use. n=1+2+3 1 < = < = 47 MXS Series Air Slide Table How To Select Allowable load: W(N) Fig.1 Overhung: Ln(mm), Correction value for moment center distance An (mm) Fig.2 Pitch moment Yaw moment Roll moment W My Mp Mr W W W Static moment Kinetic moment L1 A1 L3 A5 L2 A3 W Mp Mr My W W L3 A6 W L1 A2 L2 A4 W Mey Mep L2 A4 A2 L3 Work

Sine Rodless Cylinder Series REBR Direct Mount Type

Dynamic moment U: Maximum speed U Calculation examples Operating conditions Cylinder: REBH15 Mounting: Horizontal wall mounting Maximum speed: U = 500 [mm/s ] Load weight: W = 1 [kg] (excluding weight of arm section) L1 = 200 [mm] L2 = 200 [mm] W L2 L1 Item Load factor n Note 1. Maximum load weight W 1 = W/Wmax = 1/3 = 0.111 = 0.333 Review W.

Electric Actuator High Rigidity and High Precision Slider Type Circular arc grooves allow for high rigidity and high precision. Moment resistance*1 *2 61% Improved by up to Table displacement*1 50% Reduced by up to With internal battery-less absolute e

L2 [mm] L2 [mm] L2 [mm] 600 600 600 Y 400 400 400 Mer m 200 200 200 0 0 0 0 5 10 15 20 25 30 35 0 10 20 30 40 50 0 10 20 30 40 50 60 70 Work load [kg] Work load [kg] Work load [kg] 1000 1000 1000 800 800 800 Mep L3 [mm] L3 [mm] L3 [mm] m 600 600 600 L3 Z 400 400 400 200 200 200 0 0 0 0 10 20 30 40 50 60 70 0 10 20 30 40 50 0 5 10 15 20 25 30 35 Work load [kg] Work load [kg] Work load [kg

Rodless Cylinder for Vacuum Series CYV ø15, ø32

Dynamic moment MG Va Calculation Example CX m Operating Conditions Cylinder: CYV32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of the arm section) L1 = 50 [mm] L2 = 50 [mm] D-X L2 L1 20Data Item Load factor n Note 1. Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2.

Slider Type/Ball Bushing Bearing

L1 From V = 1.4 Va We = W V = 4/100 10 1.4 300 = 168 [N] Me3 = 1/3 We (L2 A) = 1/3 1680.032 = 1.8 [Nm] 3 = Me3/Me3 max = 1.8/7.2 = 0.250 cDynamic moment Examine Me3. Find the load equivalent to impact We. Damper coefficient = 4/100 (urethane damper) Me3 Guide central axis L2 We W A Find the value of Me3 max when V = 1.4 and Va = 420 mm/s from Graph (2). Me1 Examine Me1.

Clean Room Rodless Cylinder Series CYP ø15, ø32 1

Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 M2 = m g (L1 + B) 103 2. Static moment m x g = 1 9.8 (50 + 48) 103 Review M2. Since M1 & M3 are not generated, review is unnecessary. = 0.96 [Nm] 2 = M2/M2 max = 0.96/4 = 0.24 M Guide shaft mounting surface L1 B We = 5 x 103 m g U = 5 x 103 1 9.8 300 = 14.7 [N] Me3 = 1/3 We (L2 + A) 103 3.

Rodless Cylinder for Vacuum Series CYV ø15, ø32 1

Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2. Static moment M2 = m g (L1 + B) 103 m x g = 1 9.8 (50 + 48) 103 Review M2. Since M1 and M3 are not generated, review is unnecessary. = 0.96 [Nm] 2 = M2/M2 max = 0.96/4 = 0.24 M Guide shaft mounting surface L1 B We = 5 x 103m g U = 5 x 103 1 9.8 300 = 14.7 [N] Me3 = 1/3 We(L2 + A) 103 3.

MXF

A3 W MX Mp Mr My MTS W W W MY L1 A2 L3 A5 W L2 A4 CY Mey Note) No need to consider this load factor in the case of using perpendicularly in a vertical position.

XMC/XYC Series

XMC Exterior dimensions C D L1 L2 Fn Fc C (Fc) (KF Flange) (CF Flange) J H B A G A Unit:mm Model A B C D Fn Fc G H J P.C.D L1 L2 XMC-16 40 110 38 1 30 34 17 40 26 P.C.D 27 6x4.4 XMC-25 50 120 48 1 40 26 39 28 XMC-40 65 171 66 2 55 70 41 63 36 P.C.D. 58.7 6x6.6 C D L1 L2 Fn Fd Fc C (Fc) (KF Flange) (K Flange) (CF Flange) H J K B A G A Unit:mm Model A B C D Fn Fc Fd G H J K P.C.D L1 L2 XMC-

PROFIBUS DP Compatible Fieldbus System

Stations 1 2 L1 [mm]: Rail length 135.5 185.5 L2 [mm]: Mounting pitch 125 175 L3 [mm]: Manifold length 110 158 L4 [mm] 12.5 13.5 -41No.EX##-OMO0019 When only input blocks for M12 connector are connected Stations 1 2 3 4 5 6 7 8 L1 [mm]: Rail length 110.5 123 148 173 185.5 210.5 223 248 L2 [mm]: Mounting pitch 100 112.5 137.5 162.5 175 200 212.5 237.5 L3 [mm]: Manifold length 82 102 122 142

MHK2

MHK2-12S 120 12 9 4 9 13 76 Normally open Normally closed MHK2-16S 16 23 6 14.6 20.6 114 DL1 MHK2-20S 20 34 10 16 26 237 L2 MHK2-25S 25 58 14 19 33 443 20MHK2-12C 12 12 4 9 13 76 MHK2-16C 16 25 6 14.6 20.6 115 MHK2-20C 20 44 10 16 26 237 MHK2-25C 25 73 14 19 33 443 Series MHKL2/Long Stroke Type Note) Width at opening (mm) L2 Width at closing (mm) L1 Effective gripping force per finger (N)

MHK2

MHK2-12S 120 12 9 4 9 13 76 Normally open Normally closed MHK2-16S 16 23 6 14.6 20.6 114 DL1 MHK2-20S 20 34 10 16 26 237 L2 MHK2-25S 25 58 14 19 33 443 20MHK2-12C 12 12 4 9 13 76 MHK2-16C 16 25 6 14.6 20.6 115 MHK2-20C 20 44 10 16 26 237 MHK2-25C 25 73 14 19 33 443 Series MHKL2/Long Stroke Type Note) Width at opening (mm) L2 Width at closing (mm) L1 Effective gripping force per finger (N)

KA

(mm) D L1 M L2 P Q Part No.

Wedge Cam Operation Provides

Weight (g) Model MHZ2 MHK2-12D 12 External hold: 15 Internal hold: 16 4 9 13 75 MHZJ2 External hold: 31 Internal hold: 36 External hold: 46 Internal hold: 56 External hold: 80 Internal hold: 86 MHK2-16D 16 6 14.6 20.6 113 MHQ Double acting MHK2-20D 20 10 16 26 235 MHL2 MHK2-25D 25 14 19 33 440 MHK2-12S 120 76 13 9 4 12 9 MHR L1 Normally open Normally closed MHK2-16S 114 20.6 14.6 6 16 23 L2

17

MY1B m2 m3 Moment (Nm) MY1M M1 = F1 x L1 F1 M2 = F2 x L2 M3 = F3 x L3 F3 F2 MY1C L2 L1 L3 MY1H 4. Accuracy Mechanically jointed rodless cylinders do not guarantee traveling parallelism. When accuracy in traveling parallelism and intermediate stroke position is required, please contact SMC sales representatives.

Mechanically Jointed Rodless Cylinder MY1H Series Linear Guide Type: ø25, ø32, ø40  Piping can be connected from 4 directions on the head cover.  Allows on-site piping to suit the MY1B installation MY1H MY1H conditions. MY1B MY1M MY1C MY

Load mass (kg) m1 m2 Moment (Nm) m3 M3 = F3 x L3 F3 F2 M1 = F1 x L1 F1 M2 = F2 x L2 L2 L1 L3 Calculation of Guide Load Factor 1) Maximum load mass (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. To evaluate, use a (average speed) for (1) and (2), and (collision speed = 1.4a) for (3).

MY1

MY1 HT m2 m3 MY1 W MY1 W Moment (Nm) M3=F3 x L3 F3 F2 M1=F1 x L1 F1 M2=F2 x L2 MY2C L2 L1 L3 Maximum Load Mass MY2 H/HT Select the load from within the range of limits shown in the graphs. Note that the maximum allowable moment value may sometimes be exceeded even within the operating limits shown in the graphs. Therefore, also check the allowable moment for the selected conditions.

EX500

TYPE1 TYPE1 TYPE1 TYPE1 TYPE1 TYPE1 TYPE1 TYPE1 MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN MADE IN JAPAN (mm) 1 2 3 4 5 6 7 8 Stations Rail length L1 110.5 123 148 173 185.5 210.5 223 248 Mounting pitch L2 100 112.5 137.5 162.5 175 200 212.5 237.5 Manifold length L3 L4 82 102 122 142 162 182 202 222 12 12 12.5 12.5 13 13

VHK

(mm) Model H Bracket mounting dimensions Q Weight (g) 1(P) R 2(A) 2(A) R 3(R)* L3 L4 L5 L6 M1 M2 L1 L2 Bracket assembly no.