.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com WA Z Bottom view Section XX Z WA L 4-MM depth ML Section XX HA: T-slot for hexagon bolt 4-NN through 4-OA through 4-OB counterbore depth OL X 0.02 X 0.02 DA VB VA R U T X H PW DB XA depth 6 H7 XA depth 6 H7 2-P (Rc, NPT, G) GA 2-P PB (Rc, NPT, G) J K
Output Specification: L2 (IO-Link/Switch output 1 + Switch output 2), Units specification: w/Units Selection Function, Piping Specification: 01 (R 1/8)
Wall mounting z P. 26 P. 58 y x y Wa: Connection plate t = 10 (880g) x z MY1C40-500 3. Ceiling mounting 4.
L1 [Side mounting] Bore size (mm) Non-rotating accuracy MGPM MGPL MGPA Pin hole 12 16 20 25 32 40 50 63 80 100 0.07 0.05 A 0.06 0.04 0.01 A = Catalog dimension (0.1 + L1 x 0.0008) [mm] 0.05 0.03 : To be 0.15 for 80, 100 Note) Displacement by load and self-weight deflection by plate and guide rod are not included. 0.04 0.03 0.03 0.03 [Bottom mounting] B Pin hole L2 Pin hole B = (0.045
Applicable shaft type: K X = Long shaft side W1 = L1 = L3 = DShort shaft side X = W2 = Size 20, 30, 40 L2 = L4 = Y = (mm) (mm) X 6 to 18 6.5 to 20 9.5 to 30 11.5 to 32 12.5 to 36 Size 10 15 20 30 40 W1 L1 max X 2 X 2 X 2.5 X 3 X 3 L3 max L1 1 L1 1 L1 2 L1 2 L1 2 W2 L2 max Y Y Y Y Y L4 max L2 1 L2 1 L2 2 L2 2 L2 2 Y 4 to 18 4.5 to 20 6.5 to 30 8.5 to 32 9.5 to 36 Size 10 15
Applicable shaft type: Y X = Long shaft side W1 = L1 = L3 = Short shaft side X = W2 = DSize 20, 30, 40 L2 = L4 = Y = (mm) (mm) W2 L2 max Y Y Y Y Y W1 L1 max X 2 X 2 X 2.5 X 3 X 3 L4 max L2 1 L2 1 L2 2 L2 2 L2 2 Y 4 to 18 4.5 to 20 6.5 to 30 8.5 to 32 9.5 to 36 L3 max L1 1 L1 1 L1 2 L1 2 L1 2 X 6 to 18 6.5 to 20 9.5 to 30 11.5 to 32 12.5 to 36 Size 10 15 20 30 40 Size 10 15
HUMIDITY SWITCH, HUMIDITY SENSOR, Q62, 142.00000 lb
Wa = K Wmax Workpiece mounting coefficient K: Fig. (3) Allowable load weight coefficient : Graph (1) Max. allowable load mass Wmax: Table (2) 1 = W/Wa Wa = 1 x 1 x 4 = 4 K = 1 = 1 Wmax = 4 1 = 1/4 = 0.25 3-2 Load Factor of the Static Moment Rolling Yawing Examine My. My = 1 x 9.8 (10 + 30)/1000 = 0.39 A3 = 30 May = 1 x 1 x 18 = 18 Mymax = 18 K = 1 = 1 2 = 0.39/18 = 0.022 Examine Mr.
B e11 E R AM D EE PL RT L12 KK SW G L8 VD VA WA WB WH ZZ L2 L9 54 72 72 84 60 65 75 90 32 40 40 50 G 1/2 G 3/4 G 3/4 G 1 19 30 35 31 M12 x 1.75 M16 x 2 M16 x 2 M20 x 2.5 13 15 15 20 M27 x 2 M36 x 2 M36 x 2 M42 x 2 27 36 36 46 38 55 57 59 20 27 27 29 160 180 180 200 10 8 15 20 6 6 6 10 17 15 18 20 15 25 25 28 65 80 95 105 285 338 353 399 136 180 220 270 110 140 175 220 40 50 55 65 6 0 0 0
.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com MB MB1 CA2 CS1 C76 C85 C95SB Bore size Stroke W C95 CP95 NCM NCA D-X 20Data Bore size (mm) B e11 E R BG (MIN) AM D EE PL RT L12 KK SW G L8 VD VA WA WB WH ZZ ZY L2 L9 22 24 32 32 40 40 30 35 40 45 45 55 12 16 20 20 25 30 G 1/8 G 1/4 G 1/4 G 3/8 G 3/8 G
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).
Wall mounting y Wd: Workpiece (500 g) P.1230 x y Wc: MHL2-16D1(795 g) x z Wa: Connection plate t = 10 (880 g) x MY1MW40-500 3. Ceiling mounting 4.
MB Cushion needle (Width across flats 1.5) With rod boot With air cushion MB1 l 8 8 45 WA WA B3 Width across flats CA2 e CS1 JH CS2 N1 N1 JW f h ZZ + Stroke Built-in One-touch fittings G G One-touch fitting port size P Q (mm) H1 H G FL I F CX CI B1 CD AL D A MM L K KA NA NN N Bore size E 20 0 0.033 0 0.033 0 0.033 0 0.039 20 41 8 10.5 28 13 5 12 20 8 15.5 8 18 M8 x 1.25 13 12 5 6 24 M20
TB TN Td TE TF TH TT TR 3.2 3.2 4.5 4.5 6 8 11 12 8 10 12 14 16 18 18 22 CG-020-24A CG-025-24A CG-032-24A CG-040-24A CG-050-24A CG-063-24A CG-080-24A CG-100-24A 20 25 32 40 50 63 80 100 25 30 35 40 50 60 55 65 36 43 50 58 70 82 73 90 (29.3) (33.1) (40.4) (49.2) (60.4) (74.6) 28 01 13 15 17 21 24 26 36 50 10 10 10 10 20 20 5.5 5.5 6.6 6.6 9 11 11 13.5 CR CN CD SLOT CC(20mm-40mm) 03 32 01
The minimum stroke with rod boot is 20 mm. 6-5-61 62 Series CBG1 Air Cushion Type: CBG1BA Stroke Bore size H Bore size Rod end lock: CBG1BA Stroke R Head end lock: CBG1BA WA WB 2-P W 10 Max.
Wall mounting z y P. 978 Wb: MGGLB25-200 (4.35 kg) x y x z Wa: Connection plate t =10 (880 g) MY2H40G-500 3. Ceiling mounting P. 998 4.
-X 20m2 m3 Data Moment (Nm) M1 = F1 x L1 F1 F2 M3 = F3 x L3 F3 M2 = F2 x L2 L1 L2 L3 Maximum Load Weight 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.
M1 = F1 x L1 M2 = F2 x L2 M3 = F3 x L3 F2 F1 F3 LC6m LC6m L1 E-MY2C P.1127 L2 L3 E-MY2H LZm LZm P.1133 E-MY2HT LC3F2 LC3F2 Caution Xm Xm Select the required model by taking into consideration the operating condition specifications and any possible specification changes that may occur during operation.
L1 FB1 = WS (1+ ) FB allowable L1 L2 FB1 allowable 32 62.5 34.5 + st 80 N 40 74.0 39.0 + st 125 N 50 76.0 44.5 + st 195 N 63 91.0 44.5 + st 310 N 80 93.0 53.0 + st 500 N 100 104.0 57.5 + st 785 N e.g. 63mm bore, 100mm stroke, Ws = 20N Ws = (2kgs) 20N 144.5 91 FB1 = 20 (1+ ) = 51.76N Replacement parts: Seal kits 32 includes order No. from to , 40 100 includes from to FB1 = 51.76N 310N