SMC Corporation of America
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Search Results "53-SY5120-L3-01T"

Front matter 1 Air Slide Table/Reversible Type Series MXQR Fig. (1) Load Weight: W (kg) Fig. (2) Overhang: Ln (mm), Correction Value of Moment Center Position Distance: An (mm) Fig. (3) Workpiece Mounting Coefficient: K Pitch moment Yaw moment Roll moment Table mounting W W My Mp Mr W W W Static moment Dynamic moment L1 A1 K = 1 L3 A5 L2 A3 End plate mounting Mp Mr W My W W W L3 A6 W L1 A2

VV2CS3 L2 89 127.5 166 204.5 243 281.5 320 358.5 397 L3 101 139.5 178 216.5 255 293.5 332 370.5 409 L1 83 124.5 166 207.5 249 290.5 332 373.5 415 VV2CS4 L2 95 136.5 178 219.5 261 302.5 344 385.5 427 L3 107 148.5 190 231.5 273 314.5 356 397.5 439 Manifold composition Note) Manifold base is consisted of the junction of 2 and 3 station bases. 2 stns. x 1 3 stns. x 1 2 stns. x 2 2 stns. + 3

(mm) Electrical entry P Port size B C D E F H K L M N A Model Grommet: G Conduit: C Conduit terminal: T Q R Q R Q R S U 13.5 28 64 31 6.5 12.5 28 14 12.8 M4 4.5 22 59 44 50 99 50 66 83 1/8 VCS21 18 36 67.5 31 8.5 12.5 28 18 12.8 M4 6 22 62 44 53 99 53 66 86 1/4 22 40 81.5 36.5 11 15 32 20 19 M5 8 24 76 46 66.5 101 66.5 68 99 1/4, 3/8 VCS31 30 50 86 36.5 13.5 15 32 25 23 M5 8 24 80 46 71 101

A5 L2 A3 MXH W Mp Mr W MXU W My L3 A6 W L1 A2 L2 A4 MXS W Mey Mep MXQ Note) There is no need to consider this load factor in the case of using perpendicularly in a vertical position.

Width across flats MG MB series MN (mm) Bore size (mm) MG 17 19 24 24 27 32 MH 44 48 53 53 72 75 MI 23 32 38 38 45 55 MK 9 10 13 13 14 17 ML 20 22 24 24 32 35 MN M8 x 1.25 M10 x 1.25 M14 x 1.5 M14 x 1.5 M16 x 1.5 M20 x 1.5 ZZ 175 183 205 205 258 261 32 40 50 63 80 100 MI MK 4 H1 ML + Adjustment Stroke MH + Stroke + Adjustment ZZ + 2 x Stroke + Adjustment (A: 25 mm, B: 50 mm) Width across

Load (kg) Note: 1 Nm = 0.7375 ftlb 1 kg = 2.2046 lb 1 in = 25.4 mm W1 W W m Moment (Nm) M = F x L M = F x L M = F x L F3 F2 F1 L2 L1 L3 1. Maximum allowable load (1), static moment (2), and dynamic moment (at the time of impact with stopper) (3) must be examined for the selection calculations.

A3 Mp Mr Static moment Dynamic moment My W W W L2 A2 L3 A3 L1 A1 Mp Mr My W W W W Mey Mep We We L3 A3 L2 A2 W Note) It is not necessary to consider load factor when using this device vertically perpendicular.

Mep Mep = 1/3 We x 9.8 (L3 + C) Examine Mep.

B L2 1 = W/Wmax = 1/7 = 0.14 L3 C Static moment Mr = W x 9.8 (L3 + C) W Examine Mr.

537 482 427 372 317 262 207 152 ARM3000 L2 578 523 468 413 358 303 248 193 138 L3 550 495 440 385 330 275 220 165 110 14-4-58

537 482 427 372 317 262 207 152 ARM3000 L2 578 523 468 413 358 303 248 193 138 L3 550 495 440 385 330 275 220 165 110 14-4-58

As a guide, adjust so that dimension L3 is less than the value shown in "Table 3". L3 L3 End face Guide block Table 3 L3 (mm) 19 15 15 15 15 15 Model MXP10-10B MXP10-20B MXP12-15B MXP12-25B MXP16-20B MXP16-30B 212

Dimensions Formulae L1 = 16n + 53 L2 = 16n + 87 n: Stations (max. 16 stations) L n 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L1 L2 (L3) (L4) 85 119 150 160.5 101 135 162.5 173 117 151 175 185.5 133 167 187.5 198 149 183 212.5 223 165 199 225 235.5 181 215 237.5 248 197 231 262.5 273 213 247 275 285.5 229 263 287.5 298 245 279 300 310.5 261 295 325 335.5 277 311 337.5 348 293 327 350 360.5 309

64 75 86 97 108 141 L1 L2 L3 119 130 152 50 62.5 75 87.5 100 112.5 125 125 162.5 137.5 150 175 60.5 73 85.5 98 110.5 123 135.5 135.5 173 148 160.5 185.5 n L L1 L2 L3 14 16 17 18 21 22 24 13 15 19 20 23 163 174 196 207 218 251 262 284 185 229 240 273 187.5 187.5 212.5 225 237.5 262.5 275 300 200 250 250 287.5 198 198 223 235.5 248 273 285.5 310.5 210.5 260.5 260.5 298 How to Order

Wire color Brown Blue 1 3 4 Black 1 3 12 4 M8 SW11 Wiring Plug connector pin assignment PCA-1557743 Fieldwireable connector (M12) 53 Terminal no. Wire color 2 1 Brown 1 2 3 4 14.8 16.3 White Blue Black 4 3 M12 SPEEDCON Plug connector pin assignment A-coded (Normal key) Wiring PCA-1557756 Fieldwireable connector (M12) 55 Terminal no.

48 57 66 74 83 92 315 273 129 146 188 231 121 137 20 632 567 93 503 106 119 132 144 157 439 182 208 311 375 170 195 25 800 958 721 643 150 166 182 197 213 564 134 245 277 406 485 1116 229 261 Additional Mass (g) Bore size (mm) 12 16 20 25 1.5 3 6 12 Male thread Nut Rod end male thread 1 2 4 8 Rubber bumper (No need to add for long stroke) 0 1 2 3 Foot style (Including mounting bolt) 55 (53

91$53 (rR)0tM% 8.612.7 60.57 6.2 \7 '' 41.4 Rttt42xl.5 M52940053 (Ln)0Il,lr.5M 8.6t2.7 60.57 6.2 57 .2 41.4 M8 260 Rt[E5x2 M5ffim530$13.0 13.519.1r0 t.5127.0 101.6 1b.2 Lil S A lciimensions in millimeters. qiffi.

(mm) Electrical entry P Port size B C D E F H K L M N A Model Grommet: G Conduit: C Conduit terminal: T Q R Q R Q R S U 13.5 28 64 31 6.5 12.5 28 14 12.8 M4 4.5 22 59 44 50 99 50 66 83 1/8 VCS21 18 36 67.5 31 8.5 12.5 28 18 12.8 M4 6 22 62 44 53 99 53 66 86 1/4 22 40 81.5 36.5 11 15 32 20 19 M5 8 24 76 46 66.5 101 66.5 68 99 1/4, 3/8 VCS31 30 50 86 36.5 13.5 15 32 25 23 M5 8 24 80 46 71 101

Load (kg) m1 m4 m2 m3 Moment (Nm) F3 M3=F3 x L3 L3 F1 M1=F1 x L1 F2 M2=F2 x L2 L1 L2 1. Maximum allowable load (1), static moment (2), and dynamic moment (3) (at the time of impact with stopper) must be examined for the selection calculations. Maximum allowable load To evaluate, use a (average speed) for (1) and (2), and (impact speed = 1.4a) for (3).