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Search Results "ISE77G-02-L2"

L1 From V = 1.4 Va We = W V = 4/100 10 1.4 300 = 168 [N] Me3 = 1/3 We (L2 A) = 1/3 1680.032 = 1.8 [Nm] 3 = Me3/Me3 max = 1.8/7.2 = 0.250 cDynamic moment Examine Me3. Find the load equivalent to impact We. Damper coefficient = 4/100 (urethane damper) Me3 Guide central axis L2 We W A Find the value of Me3 max when V = 1.4 and Va = 420 mm/s from Graph (2). Me1 Examine Me1.

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.

A3 W MX Mp Mr My MTS W W W MY L1 A2 L3 A5 W L2 A4 CY Mey Note) No need to consider this load factor in the case of using perpendicularly in a vertical position.

L2 [mm] L2 [mm] L2 [mm] 600 600 600 Y 400 400 400 Mer m 200 200 200 0 0 0 0 5 10 15 20 25 30 35 0 10 20 30 40 50 0 10 20 30 40 50 60 70 Work load [kg] Work load [kg] Work load [kg] 1000 1000 1000 800 800 800 Mep L3 [mm] L3 [mm] L3 [mm] m 600 600 600 L3 Z 400 400 400 200 200 200 0 0 0 0 10 20 30 40 50 60 70 0 10 20 30 40 50 0 5 10 15 20 25 30 35 Work load [kg] Work load [kg] Work load [kg

Me3 Guide central axis We W L2 A Me1 Me1 = 1/3WeL1 = 1/31680.05 = 2.8 [Nm] 4 = Me1/Me1max = 2.8/7.2 = 0.389 W We Investigate Me1.

Dynamic moment Va Calculation Example m Operating conditions Cylinder: CYV32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of the arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2.

Cylinder: MXY8-100 Cushion: Rubber stopper Mounting: Horizontal wall mounting Average speed: Va = 300 [mm/s] Load weight: W = 0.2 [kg] L2 = 40 mm L3 = 50 mm Model to be used Type of cushion Mounting orientation Average speed Va (mm/s) Load weight W (kg) Overhang Ln (mm) W L3 + A3 L2 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650

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.

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.

Dynamic moment Va Calculation Example m Operating conditions Cylinder: CYV32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of the arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2.

W W Mey Mep We We L3 A3 L2 A2 Note) Static moment : Moment by gravity Kinetic moment : Moment by stopper collision Max.allowable load:W max.

When sum of load rate does not exceed 1, it is possible to use. n=1+2+3 1 < = < = 47 MXS Series Air Slide Table How To Select Allowable load: W(N) Fig.1 Overhung: 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 Kinetic moment L1 A1 L3 A5 L2 A3 W Mp Mr My W W L3 A6 W L1 A2 L2 A4 W Mey Mep L2 A4 A2 L3 Work

Dynamic moment U: Maximum speed U Calculation examples Operating conditions Cylinder: REBH15 Mounting: Horizontal wall mounting Maximum speed: U = 500 [mm/s ] Load weight: W = 1 [kg] (excluding weight of arm section) L1 = 200 [mm] L2 = 200 [mm] W L2 L1 Item Load factor n Note 1. Maximum load weight W 1 = W/Wmax = 1/3 = 0.111 = 0.333 Review W.