Firestone EMDG198 User Manual Page 37

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37
Force Table (Use for Airstroke
®
actuator design)
Volume
Pounds Force
Assembly @ 60
Height PSIG @20 @40 @60 @80 @100
(in.) (in
3
) PSIG PSIG PSIG PSIG PSIG
1.2 2.92 52 94 138 184 229
1.4 3.36 50 92 135 180 224
1.6 3.78 48 89 130 172 214
1.8 4.17 46 84 120 158 198
2 4.52 41 73 105 137 172
2.2 4.79 34 58 84 108 138
Description
Assembly Order No.
Blind nut,1/8 NPT,
plastic studs WO2-358-3008
Assembly weight. . . . . . . . . . . . . . . . . . . . . . . . . . 0.15 lbs.
Force to collapse to minimum height (@ 0 PSIG) . . . 5 lbs.
1.2
21
MIN. HT.
30
25
20
15
10
5
0
60 Psig
20 Psig
100 Psig
80 Psig
40 Psig
6
4
2
0
Volume
100 Psig
2.6
MAX. HT.
Do not use Airstroke in
shaded area without
consulting Firestone
Static Data
B6575
HEIGHT IN.
2M2A
HEIGHT
100-130 IN. LBS.
TORQUE
5/16-18
1/8 NPT
AIR INLET
2.3 MAX O.D.
AT 60 PSIG
1.34 DIA.
1.34 DIA.
.75
5/8-11
30-50 IN. LBS.
TORQUE
HAND TIGHT
PLUS 1 TURN
.28
NOTE: This Airstroke actuator must be guided
throughout the stroke.
NOTE: The 2M2A is laterally unstable when used
unsupported as an isolator. Contact Firestone for use
in isolation applications.
See page 12 for instructions on how to use chart.
VOLUME (WITHOUT BUMPER) CU IN.
FORCE LBS x 10
Style
2M2A
Two
Ply
Bellows
Dynamic Characteristics at 1.8 in. Design Height
(Required for Airmount isolator design only)
Volume @ 100 PSIG = 4.52 in
3
Gage Spring
Pressure Load Rate
(PSIG) (lbs.) (lbs./in.)
40 84 110 215 3.59
60 120 156 214 3.57
80 158 201 212 3.53
100 198 247 210 3.50
Natural
Frequency
CPM HZ
RECOMMENDED
AIRMOUNT
DESIGN HEIGHT
1.8 INCHES
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