Your search for ISE1-6 returned 30 result(s)
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The ISE2 series is a compact, pressure switch (for positive pressure) and can be integrated with ZX or ZR vacuum systems. The ISE2 series pressure switch has a quick response time of 10mS and the plug connector option makes wiring easy and simple., 3 SCREEN HI PRECISION DIG PRESS SWITCH, PRESSURE SWITCH, ISE1-6, N59, 71 lb
How to Order Rated pressure range ISE20B 0 to 1 MPa ISE20B M5 L M For positive pressure For vacuum/ compound pressure ZSE20B L M M5 q w e r t y u q Rated pressure range w Output specification e Unit specification ZSE20B 0 to 100 kPa ZSE20BF 100 to 100 kPa Symbol Description Symbol Description Nil Units selection function*1 M SI unit only*2 P Units selection function (Initial value psi)*1
IODD file 1 1 ISE20B-L(-M)SMC-ISE20B-L-ymmdd-IODD1.1 2 ISE20B-L-PSMC-ISE20B-L-P-ymmdd-IODD1.1 3 ZSE20B-L(-M)SMC-ZSE20B-L-ymmdd-IODD1.1 4 ZSE20B-L-PSMC-ZSE20B-L-P-ymmdd-IODD1.1 5 ZSE20BF-L(-M)SMC-ZSE20BF-L-ymmdd-IODD1.1 6 ZSE20BF-L-PSMC-ZSE20BF-L-P-ymmdd-IODD1.1 1: "ymmdd" indicates the file preparation date. y is the year, mm is the month and dd is the date.
K T 2 X NPN 2 Y PNP 2 A1 A R NPN 2 + 1 () T PNP 2 + 1 A2 B S NPN 2 + 1 V PNP 2 + 1 1 B D + M SI 3 P psi 2 2: 3kPaMPa 1 ( 2m, ) W M5 M5 01 R1/8 N01 NPT1/8 C4L 4mm C6L 6mm -8No.PS-OMU0005CN-C / A ZS-46-A1 38L (2 ) B ZS-46-A2 38L (2 ) ZS-46-B + ZS-46-D ZS-46-5F 5 2 m ZS-27-01 R1/8 ZS-46-N1 NPT1/8 ZS-46-N2 4mm ZS-46-C4L 6mm ZS-46-C6L -9No.PS-OMU0005CN-C OUT1 LCD OUT2
or more between external terminals and FE 10 to 57 Hz: constant amplitude 0.75 mm p-p 57 to 150 Hz: constant acceleration 49 m/s2 Vibration resistance for 2 hours in each direction X, Y and Z respectively (De-energized) Impact resistance 147 m/s2 3 times in each directions of X, Y and Z respectively (De-energized) Standard CE/UKCA marked, UL (CSA) Weight 300 g 1: All unused connectors must
or more between external terminals and FE 10 to 57 Hz: constant amplitude 0.75 mm p-p 57 to 150 Hz: constant acceleration 49 m/s2 Vibration resistance for 2 hours in each direction X, Y and Z respectively (De-energized) Impact resistance 147 m/s2 3 times in each directions of X, Y and Z respectively (De-energized) Standard CE marked (EMC directive / RoHS directive), UL (CSA) Weight 300 g
Twist selector (3 position) VM131-01-35 (R, B, G, Y) A VM151-01-35 (R, B, G, Y) A Panel mounting hole ON 45 T.T.
Y 4-LD X X LG LT 28 10 to 50, 75, 100 104 123.2 12 6.6 4 33 LS + Stroke LX LZ RE A B A + Stroke B + Stroke L REC 25, 28 Bore size (mm) LS LT LX LY LZ X Y CX 10 49.5 2 38 33.5 48 8 5 M LY 16 58.5 3.2 48 42 62 9.2 5.8 LH CY 20 64 3.2 52 46 66 10.7 5.8 25 68.5 3.2 57 57 71 11.2 5.8 X X LG Y Y 4-LD LT MQQ M 28 88 3.2 64 64 78 11.2 7 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San
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.
M1: Pitch moment Y X M2: Roll moment Static moment calculation by mounting style [Horizontal mounting] [Vertical mounting] [Ceiling mounting] [Wall mounting] M2 M1 A M2 M3 M3 M2 M1 A Y x z Y x y x y X X Z Z y z X M1 m x g Y m x g m x g m x g Table 2.
0.1 x mcos + msin P m P 0.1 x m + m P D 1.6 x D 5.0 x D 5.0 x m m mv P Pv m > mv P > Pv Determination of allowable load mass & pressure Inclined operation (Refer to page 1236
T h e y offer particular strengths for different requirements but h a v e a c o m m o n a l i t y o f m a j o r f e a t u r e s a n d b e n e f i t s a c r o s s t h e r a n g e t o g i v e y o u m a x i m u m v e r s a t i l i t y, p e r f o r m a n c e a n d r e l i a b i l i t y i n y o u r q u e s t f o r c o m p e t i t i v e advantage.
Inclined operation W + WB WV P PV W + WB > WV P > PV Allowable Driving Force (Fn) (n = 1, 2, 3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (cos + sin) Inclined (For vertical operation, refer to page 10-2-18.)
Inclined operation W + WB WV P PV W + WB > WV P > PV Allowable Driving Force (Fn) (n = 1, 2, 3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (cos + sin) Inclined (For vertical operation, refer to page 10-2-18.)
F3 = (W + WB) x 9.8 x ( + 1) Refer to the allowable driving force table for (Fn) of data A. Determination of connection fitting weight (WB) WB > WBmax Review of connection fitting (See the standard stroke table on p.9.) WB WBmax Max.