L2) Model Bore size [mm] Model Bore size [mm] L1 L2 The opening/closing width represents the value when gripping the exterior of a workpiece.
(11-)LEFG16 (11-)LEFG25 (11-)LEFG32 (11-)LEFG40 2000 2000 2000 2000 1500 1500 1500 1500 L1 L1 [mm] L1 [mm] L1 [mm] L1 [mm] 1000 1000 1000 1000 X 500 500 500 500 0 0 0 10 20 30 40 50 0 0 0 10 20 30 40 50 60 0 2 4 6 8 10 12 14 16 0 4 8 12 16 20 24 Work load [kg] Work load [kg] Work load [kg] Work load [kg] 1000 1000 1000 1000 Horizontal/Bottom 800 800 800 800 L2 L2 [mm] L2 [mm] L2 [mm] L2
50 Safety distance (mm) 40 Operational range 30 l1 20 l1 Dangerous range 10 0 5000 10 15000 20 Welding current (A) l2 50 Safety distance (mm) 40 30 l2 l2 Operational range 20 10 0 5000 10 15000 20 Welding current (A) 32 SMC'S GLOBAL MANUFACTURING, DISTRIBUTION AND SERVICE NETWORK EUROPE SPAIN/PORTUGAL SMC Espaa, S.A.
The length of the cable between stations (L1, L2 ... Ln) must be 0.5 m or more. 2. The total cable length must be L1 + L2 ... + Ln 50. 3. Please connect terminating connector with PLC. When multiple DRIVERs are connected by MECHATROLINK-II communications cable, a terminating connector must be installed at the final DRIVER. 19 - 3.
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
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
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