Mechanically Jointed Rodless Cylinder Series MY1 Wall mounting Wb: MGGLB25-200 (4.35 kg) P. 978 MY1H40-500 3. Ceiling mounting 4. Vertical mounting P. 998 P. 1042 Wc: MHL2-16D1 (795 g) Wa: Connection plate t = 10 (880 g) Wd: Workpiece (500 g) For actual examples of calculation for each orientation, refer to the pages above. 2.
Note 6) Block, Auto switch capable, S and T only available as special.
Dd9 t m L d Part no. l Trunnion Nut CD-S02 CD-S03 0.040 0.076 8 0.9 1.6 19.5 24.5 7.6 Type C 8 for axis Material: Carbon steel 0.040 0.076 10 1.15 1.35 29 34 9.6 Type C 10 for axis Applicable bore size (mm) 20 25, 32 40 D C B d H Part no.
Dimensions MGP32 to 63 WA, WB Dimensions OB PA PB S WA WB X YY YL Z R T Bore size (mm) Bore size (mm) Bore size (mm) 110 110 60 60 WA WB Q PW RA U VA VB WA WB Over 200 st to 300 st Over 300 st Over 25 st to 100 st 25 st Over 100 st to 200 st Over 200 st to 300 st Over 300 st Over 25 st to 100 st Over 100 st to 200 st 25 st Over 300 st Over 25 st to 100 st Over 100 st to 200 st Over 200 st
Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)
Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)
Wall mounting z y P. 8-11-36 Wb: MGGLB25-200 (4.35 kg) x y x z MY1H40-500 x 3. Ceiling mounting 4.
/4 12.5 49 40 20 depth 6 Bore size (mm) S T U V W WB X Y 24 50 16 3.1 7.2 15.5 72 32 5 10 24.5 63 18.5 3 8.8 16 87.5 38.5 5 10 24.5 80 21 3.7 9 19 109 49 5 12.5 10-9-20 Series RSH Series RS1H & & ' " ( " % RSQ !
Horizontal mounting P. 58 Wd: Work piece (500g) y x y Wc: MHL2-16D1 (795g) Wa: Connection plate t = 10 (880g) x z 3. Ceiling mounting 4. Vertical mounting x MY1M40-500 P. 42 P. 80 z y x y z Wb: MGGLB25-200 (4.35kg) Refer to the pages above for actual examples of calculation for each orientation.
2 w t !1 !3 q u !0 !2 r y e !5 o !
O I N S TA L L T H E A U T O S W I T C H S T R O N G M A G N E T I C F I E L D P R O O F A U T O S W I T C H (40~63) Courtesy of Steven Engineering, Inc. !
How to Order q w e r t y u i o !
The maximum load speed V [mm/s] is approximately equal to V1 x 1.4 (1) V1: Average load speed [mm/s] V1 = st/t st: Load transfer distance [mm] t: Load transfer time [s] CNG MNB CNA Find the bore size. Step (2) 1.
Note 2) For intermediate strokes, dimensions A, B, C, E, PA, WA, and WB will be the same as the standard stroke with a longer one.
F3 = (W + WB) x 9.8 x ( + 1) Refer to the allowable driving force table for (Fn) of data A. WB > WBmax Determination of connection fitting weight (WB) Review of connection fitting WB WBmax (See the standard stroke table on p.59.)
Material: Carbon steel Dd9 d L Part No. m t l 0.040 0.076 CD-S02 CD-S03 20/25 32/40 8 C8 type for pivot 7.6 24.5 19.5 1.6 0.9 0.040 0.076 10 C10 type for pivot 9.6 34 29 1.35 1.15 Applicable bore size 20 25/32 40 Part No.
Component Parts No. q w e r t y u No. i o !0 !1 !2 !3 !
Component Parts No. q w e r t y No. u i o !0 !
The maximum load speed V[mm/s] is approximately equal to V1 x 1.4 . (1) V: Average load speed [mm/s] V = st/t st: Load transfer distance [mm] t: Load transfer time [s] Find the cylinder bore size. Step 2 1. For vertical mounting 2.
The maximum load speed V[mm/s] is approximately equal to V1 x 1.4 . (1) V: Average load speed [mm/s] V = st/t st: Load transfer distance [mm] t: Load transfer time [s] Find the cylinder bore size. Step 2 1. For vertical mounting 2.