SMC Corporation of America
Elite Part Number Search
Search Results "ZA1071-N15L-FP1-M2"

This is a legacy product. Please contact us for the latest version.sales@ocaire.com, VACUUM EJECTOR, COMPACT, VACUUM SERIES, ZA COMPACT VACUUM EJECTOR, AG, ZA NOZZLE SIZE 0.5, .00000 lb

This is a legacy product. Please contact us for the latest version.sales@ocaire.com, VACUUM EJECTOR, COMPACT, VACUUM SERIES, ZA COMPACT VACUUM EJECTOR, AG, ZA NOZZLE SIZE 0.5, 2.64554 lb

Tightening torque Caution M2: 0.16 Nm (SY3000) M3: 0.8 Nm (SY5000/7000) Manifold Parts No. Description Part no. SY3000 SY5000 Note No.

moment M2 = WL (mm) Model REAH10 REAH15 REAH20 REAH25 REAHT25 REAHT32 A 15 17.5 19.5 23.5 L L A L M2 0 M1 0 M3 Since there are 2 guides, the guides central axis and the cylinders central axis are the same.

Load factor 1 = m3 / m3 max = 7.025 / 22.5 = 0.31 m3 M2: Moment Z M2 max (from 2 of graph MY2H / M2) = 19.5 (Nm) . M2 = m3 x g x Z = 7.025 x 9.8 x 37.8 x 103 = 2.60 (Nm) Load factor 2 = M2 / M2 max = 2.60 / 19.5 = 0.13 m3 M2 5 Series E-MY2 Selection Example cont. X M3: Moment M3 max (from 3 of graph MY2H / M3) = 19.5 (Nm) .

max. m1 max. m3 max. m2 max. m1 max.

Coordinates and Moments z M3: Yawing M1: Pitching y x M2: Rolling Static moment Ceiling mounting Horizontal mounting Wall mounting M1 M2 M2 M1 M2 M3 y X x Y y z X x Y X x Z m1 x g m2 x g m3 x g Vertical mounting Mounting orientation Horizontal Ceiling Wall Vertical m1 m2 m3 m4 Static load m M3 M1 m1 x g x X m2 x g x X m4 x g x Z Static moment M1 m1 x g x Y m2 x g x Y m3 x g x Z y z M2 z Y

X m3 x g m2 x g Vertical mounting Mounting orientation Horizontal mounting Ceiling mounting Wall mounting Vertical mounting M3 Static load (m) m1 m2 m3 m4 Note) M1 Static moment M1 m1 x g x X m2 x g x X m4 x g x Z z y M2 m1 x g x Y m2 x g x Y m3 x g x Z Y Z M3 m3 x g x X m4 x g x Y m4 x g Note) m4 is a mass movable by thrust.

Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.

Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.

M2 8 4.2 Applicable tubing L2 M2 L2 Different Diameter Tee: KQ2T Applicable tubing Applicable tubing O.D.

M2max (from 3 of graph MY1MW: M2) = 24 (Nm) m1 M3 = m1 x g x Y = 6.525 x 9.8 x 29.6 x 10 3 = 1.89 (Nm) Load factor 3 = M2/M2max = 1.89/24 = 0.08 M2 MX 5.

Model Tightening torque Thread size 10-SY3000 M2 0.8Nm 0.16Nm 10-SY5000 10-SY7000 10-SY9000 M3 M4 M3 1.4Nm 0.8Nm 491

Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.

: Rolling Static Moment Ceiling mounting Horizontal mounting Wall mounting M1 M2 M3 M1 M2 y M2 X x Y z y m1 x g X Z Y m3 x g x X x m2 x g Vertical mounting Mounting orientation Horizontal mounting Ceiling mounting Wall mounting Vertical mounting m1 m2 m3 m4 Note) M3 Static load (m) M1 M1 m1 x g x X m2 x g x X m4 x g x Z Static moment z y Y M2 m1 x g x Y m2 x g x Y m3 x g x Z Z M3 m3 x g

Z M1: Pitch moment Y X M2: Roll moment Static moment calculation by mounting type [Horizontal mounting] [Vertical mounting] [Ceiling mounting] [Wall mounting] M2 M1 A M2 M3 M3 M2 M1 A Y x y Z x z Y x y m x g X X Z y z m x g X M1 m x g Y m x g Table 2.

Static moment M2 = WL1 = 100.2 = 2 [Nm] 2 = M2/M2 max = 2/16 = 0.125 W = 1 [kg] = 10 [N] W Review M2. Since M1 & M3 are not generated, review is unnecessary. M L1 3. Dynamic moment We = 5 x 10-3WgU = 5 x 10-319.8300 = 15 [N ] Me3 = 1/3We(L2-A) = 1/3150.182 = 0.91 [Nm] 3 = Me3/Me3max = 0.91/10 = 0.091 Me3 Guide central axis We W L2 Review Me3.

Static moment M2 = WL1 = 10 x 0.2 = 2 [Nm] 2 = M2/M2max = 2/16 = 0.125 W = 1 [kg] = 10 [N] W C J G5-S Examine M2. Since M1 & M3 are not generated, investigation is unnecessary. M CV MVGQ L1 CC We = 5 x 103 WgU = 5 x 103 x 1 x 9.8 x 300 = 15 [N] Me3 = 1/3We (L2A) = 1/3 x 15 x 0.182 = 0.91 [Nm] 3 = Me3/Me3max = 0.91/10 = 0.091 3.

Static moment M2 = WL1 = 10 0.2 = 2 [Nm] 2 = M2/M2max = 2/16 = 0.125 W = 1 [kg] = 10 [N] W REA Examine M2. Since M1 & M3 are not generated, investigation is unnecessary. REB M REC L1 CY 3. Dynamic moment We = 5 x 103 WgU = 5 x 103 1 9.8 500 = 25 [N] Me3 = 1/3We (L2 A) = 1/3 25 0.182 = 1.52 [Nm] 3 = Me3/Me3max = 1.52/6 = 0.25 CX Me3 Examine Me3.

moment M2 = WL (mm) Model REAH10 REAH15 REAH20 REAH25 REAHT25 REAHT32 A 15 17.5 19.5 23.5 L L A L M2 0 M1 0 M3 Since there are 2 guides, the guides central axis and the cylinders central axis are the same.