SMC Corporation of America
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Search Results "ISE76G-N02T-L2-M"

812 796 853 837 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 stations Station n L1 L2 1573

10-32 thread) 1/8MMV-44-22L (Figure 2) signifies a V type 1/8 NPT manifold fitting with two #4 branches and two #2 branches on each row with the second row to the right as viewed from the threaded end. 1 8 1 (Figure 1) 7 16 1 3 8 Typ. 13/16 1 4 1 4 1 8 5 16 5 16 5 16 1 8 1 4 1 4 5 16 3 8 1 8 35/64 7/16 17/32 7/16 Hex Typ. 7 16 75 1/8 M-111 or 1/8 M-222 1/8 M-3 1/8 MM-44222

LVC DIN terminal: D Conduit terminal: T Cable 6 to 12 LVA F S Q 27.5 34 F (Q) LVH LVD LVQ LQ R C U 25 LVN C (44) R E R TI/ TIL G1/2 E PA G1/2 A H D (S) B B A H D 2-P Port size 2-P Port size PAX 2-M Thread depth N 2-M Thread depth N PB L L K K N.C.

thread depth N 2-M, thread depth N L L K K DIN terminal: D Conduit terminal: T Cable 6.8 to 10 F S Q 27.5 (Q) D F 25 C R C (44) R R E G 1/2 E G 1/2 A H D (S) B B A H 2-P Port size 2-P Port size 2-M, thread depth N 2-M L L K K N.C. dimensions (mm) Grommet: G Conduit: C DIN terminal: D Conduit terminal: T P Port size Rc A B C D E F H K L M N Model Note) U Q V R Q R Q R S Q R S 83 22 23 45

A3 End plate mounting MX Mp Mr W My W W MTS W L3 A6 W L1 A2 L2 A4 MY K = 0.6 W Mey Mep CY L2 A4 MG Note) No need to consider this load factor in the case of using perpendicularly in a vertical position.

Dynamic moment Va Calculation example m Operating conditions Cylinder: CYP32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 2.

Dynamic moment Va Calculation example m Operating conditions Cylinder: CYP32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 2.

Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 M2 = m g (L1 + B) 103 2. Static moment m x g = 1 9.8 (50 + 48) 103 Review M2. Since M1 & 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 103 m g U = 5 x 103 1 9.8 300 = 14.7 [N] Me3 = 1/3 We (L2 + A) 103 3.

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.

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.

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.

Dynamic moment Va Calculation example m Operating conditions Cylinder: CYP32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 M2 = m g (L1 + B) 103 2.

San=a1+a2+a31 3.11-10 Air Slide Table Series MXS Allowable load: W (N) Fig.1 Overhang: 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 Dynamic moment L1 A1 L3 A5 L2 A3 CL W Mp Mr My W W MLGC L3 A6 W L1 A2 L2 A4 CNA W Mey Mep CB L2 A4 CV/MVG A2 L3 Work mounting coefficient: K Fig.3 CXW Table mounting CXS

x 1/4 Applicable cable O.D. 6 to 12 L Dimension n: Stations Stations Formula L1 = 46 x n + 29 L2 = 46 x n + 14 2 121 106 3 167 152 4 213 198 5 259 244 6 305 290 7 351 336 8 397 382 9 443 428 10 489 474 L L1 L2 Precautions Be sure to read this before handling the products.

Applicable auto switch lead wire length(m) Load voltage Auto switch part No.

L2 L1 xStatic moment Examine M2. Since M1 & M3 are not generated, investigation is unnecessary. M2 = W L1 = 10 0.05 = 0.5 [Nm] 2 = M2/M2 max = 0.5/16 = 0.031 W = 1 [kg] = 10 [N] W M Find the value M2 max when Va = 300 mm/s from Graph (3).

Lead wire length (m) Note 1) Load voltage Auto switch no.

R R L1 L3 L2 PE TB N PE L TB PRR ILS THR ILS MC THR MC MC PRR CM C01 MC OLR OLP1 CM OLP2 C11 FM PRS MOV P M C11 FM PRS M P IDF55E-30 IDF75E-30 GFCI R GFCI R GFCI GFCI TB TB PRR PRR THR THR CM CM MC2 MC2 FM FM THP THS THP MC1 MC1 MC2 MC2 PRS1 PRS1 P P PRS2 THR PRR PRS2 THR PRR P P M M CM PRS OLR FM PRS1 PRR MC PRS2 TB MC1 ILS GFCI MC2 THR MOV C01 CM THS OLP1 C11 FM THP

L1 M T H (Width across flats) Metric Size [mm] Model d T Uni thread H D1 D3 L1 L2 L3 L4 Note1) A Note 2) M Weight [g] Unlocked Locked Unlocked Locked AS22l1F-U01-23A 3.2 7.2 12 19.1 26.2 19.1 30.6 29.2 25.8 24.4 13.3 9 AS22l1F-U01-04A 4 8.2 AS22l1F-U01-06A 6 10.4 10 AS22l1F-U01-08A 8 13.2 22.4 29.5 14.2 11 AS22l1F-U01-10A 10 15.9 25.3 32.4 15.6 12 AS22l1F-U02-23A 3.2 1/8 13 7.2 20.9 30.2