SMC Corporation of America
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Search Results "PSH-L2-01"

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.

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

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.

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

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.

Applicable bore size Dd9 L1 L2 m d Drill through Included split pin Included flat washer Clevis Knuckle 2 x d Dd9 CDP-2A 40 10 0.040 0.076 46 38 4 3 3 x 18 L Polished round 10 L1 L2 m L1 L2 m CDP-3A 50 40, 50, 63 12 0.050 0.093 55.5 47.5 4 3 3 x 18 L Polished round 12 2 x d Dd9 CDP-4A 63 16 0.050 0.093 71 61 5 4 4 x 25 L Polished round 16 L1 L2 m CDP-5A 80 18 0.050 0.093 76.5 66.5 5 4

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.

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.

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 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-

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

MHK2-12S 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)

MHK2-12S 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)

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

Other dimensions are same as grommet type. 10 117.5 111.5 9 107 101 8 96.5 90.5 7 86 80 6 75.5 69.5 5 65 59 4 54.5 48.5 3 44 38 20 222.5 216.5 2 33.5 27.5 11 128 122 12 138.5 132.5 13 149 143 14 159.5 153.5 15 170 164 16 180.5 174.5 17 191 185 18 201.5 195.5 19 212 206 Station L1 L2 4-3-14 15 Series SY Made to Order Specifications: Please contact SMC for detailed specifications, delivery

.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com OUT port (Pitch) (Pitch) Individual SUP type OUT port Pilot port Blanking plate IN port L Dimension Pitch Pitch Model Stations 2 3 4 5 6 7 8 9 10 Symbol L1 L2 L1 L2 100 86 126 108 136 122 172 154 172 158 218 200 208 194 264 246 244 230 310 292 280 266

Station L1 L2 2 33.5 27.5 11 128 122 12 13 149 143 14 15 170 164 16 17 191 185 18 19 212 206 3 44 38 20 4 54.5 48.5 5 65 59 6 75.5 69.5 7 86 80 8 96.5 90.5 9 107 101 10 117.5 138.5 159.5 180.5 201.5 222.5 111.5 132.5 153.5 174.5 195.5 216.5 2.1-14 Series SY Made to Order (Contact SMC for further specifications, dimensions and delivery lead time.)

Dimensions n L 2 39 31 3 50 42 4 61 53 5 72 64 6 83 75 7 94 86 8 105 97 9 116 108 10 127 119 11 138 130 12 149 141 13 160 152 14 171 163 15 182 174 16 193 185 17 204 196 18 215 207 19 226 218 20 237 229 L1 L2 1.13-11