SMC Corporation of America
Elite Part Number Search
Search Results "ISE20B-Y-01-WB"

Wn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 65 mm 0 mm 0.88 kg 5 mm 111 Wb 150 mm 0 mm 4.35 kg 42.5 mm 210 Y Y Wc 150 mm 111 mm 0.795 kg 42.5 mm Wd 150 mm 210 mm 0.5 kg 42.5 mm n = a, b, c, d 3.

1 y !5 Component Parts Description Material Note Component Parts Description Material Note No. q w e r t y u i o !0 for piston rod for guide rod No. !1 !2 !3 !4 !5 !6 !7* !8* !

Inclined operation W + WB WV P PV W + WB WV P PV Determination of allowable load mass & pressure (Refer to page 1466 for vertical operation.)

WA WB View E NN F GB GC GA Mounting nut Mounting nut Relief port M5 x 0.8 Rod end nut MM NN F Piping port 2 x M5 x 0.8 Cover surface D LY LB LH LT LZ LX LT S + Stroke H NA A NB Y X Y X 4 x LC Mounting hole LS + Stroke Z + Stroke WW C B 0 0.3 B 0 0.3 Drawing of view E (mm) Z S WW WB WA NB NA NN MM H GB GA F D C B A Y X 91.5 92.5 LS LZ 42 42 25 25 LY LX 33 33 2.3 2.3 LT 14 14 LH 5.5 5.5 LC

WA WB View E NN F GB GC GA Mounting nut Mounting nut Relief port M5 x 0.8 Rod end nut MM NN F Piping port 2 x M5 x 0.8 Cover surface D LY LB LH LT LZ LX LT S + Stroke H NA A NB Y X Y X 4 x LC Mounting hole LS + Stroke Z + Stroke WW C B 0 0.3 B 0 0.3 Drawing of view (E) (mm) Z S WW WB WA NB NA NN MM H GB GA F D C B A Y X 91.5 92.5 LS LZ 42 42 25 25 LY LX 33 33 2.3 2.3 LT 14 14 LH 5.5 5.5 LC

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.

CA2 ND hole H10 Axis d9 CS1 C76 C85 C95 MM A H L NX2 ND U2 Y Z R2 Bore size (mm) 20 25, 32 40 +0.2 +0.1 9 18 41 25 M8 x 1.25 9 10 14 11 66 CP95 +0.2 +0.1 9 22 45 25 M10 x 1.25 9 10 14 14 69 +0.3 +0.1 16 24 50 49.7 M14 x 1.5 12 13 25 13 92 NCM Double Knuckle Joint NCA Y-020B, Y-032B Material: Rolled steel Y-040B Material: Cast iron D-X ND hole H10 Axis d9 ND hole H10 Axis d9 20Data Applicable

Wall mounting z y P. 26 x y x z MY1H40-500 Wb: MGGLB25-200 (4.35kg) 3. Ceiling mounting 4.

2-P (Rc, NPT, G) D I B LH 2-LC 4-LD MM Width across flats B2 Z Y X N1 Width across flats NA S + Stroke LS + Stroke N2 X Y LT LX LZ ZZ + Stroke (mm) H H2 H1 S P N1 I GB D A 8 13 AL F K MM NA NN B1B2 Bore size 54 47 47 40 B LH LT LS LX LD N2 Z ZZ 6.8 4 LC LZ X Y 31 26 26 26 GA 16 13 13 13 149 GC WA WB WC 34.5 30 24 33.5 28 7 5.5 5.5 5 8 8 8 50 45 45 41 36 31 31 31 6 6 6 6 6 6 5 M26 x 1.5 M26

44.5 50 98 25 110 138 28 164.5 132 54 13 1/4 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 !

With air cushion 2 x NN (Effective thread length 2 x FL) M5 x 0.8 Relief port (10-, 21-) Vacuum port (11-, 22-) GC GA WA F H Cushion needle (Width across flats 1.5) H1 AL A F GB WB 2 x P (Rc) 45 H2 K MM D I 2 x LC B LH 4 x LD Width across flats KA Width across flats B2 Width across flats NA LT ZZ + Stroke LS + Stroke S + Stroke Y X Z Y X LZ LX Width across flats B1 (mm) A 20 25 32 40 AL 18

1 o i y !6 t r q @5 e r r w @1 !9 u !0 !2 @4 63 or more 16 20 32 @0 @3@2 !5 16 to 25 25 stroke Cushion valve section 16 to 25 50 stroke or more 50 or more Component Parts Component Parts No.

Component Parts No. q w e r t y No. u i o !0 !

Component Parts No. q w e r t y u No. i o !0 !1 !2 !3 !

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) Horizontal F2 = (W + WB) x (COS + SIN) Inclined (Refer to page 3 for vertical operation.)

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.)

+ A = 100 y, z + A 100 10 y, z + A = 200 y, z + A = 200 y, z + A = 300 y, z + A = 300 1 1 0 200 400 600 800 1000 1200 0 100 200 300 400 500 600 700 800 Stroke [mm] Stroke [mm] [Graph 6] Allowable load mass by stroke 32 [Graph 5] Allowable load mass by stroke 25 100 100 y, z + A = 0 y, z + A = 0 y, z + A = 50 y, z + A = 50 10 Load mass [kg] Load mass [kg] 10 y, z + A = 100 y, z + A = 100