Installation
Connection loads at installation
F
s
F
t
M
t
M
b
Figure 3. Connection loads.
With reference to de
fi
nitions in
fi
gure, the loads during
installation should not exceed the limits speci
fi
ed in table below.
Maximum recommended connection loads during
installation
D
Figure 4. Outer diameter of the connection (D).
Tension
force
Bending
moment
Shear
force
1
Torque
Outer diameter
mm (inch)
F
t
kN (lbf)
M
b
Nm
(lbf*ft)
F
s
kN (lbf)
M
t
Nm
(lbf*ft)
15 -28
(0.6 - 1.1”)
2.4
(539)
14
(10.3)
0.7
(157)
38
(28.0)
29 - 35
(1.1 - 1.4”)
4.0
(899)
45
(33.2)
1.2
(269)
120
(88.5)
36 - 45
(1.4 - 1.8”)
6.5
(1461)
110
(81.1)
2.5
(562)
240
(177.0)
46 - 55
(1.8 - 2.2”)
7.0
(1573)
120
(88.5)
4.8
(1079)
440
(324.5)
56 - 76
(2.2 - 3.0”)
12.0
(2697)
250
(184.4)
5.2
(1169)
600
(442.5)
77 - 99
(3.0 - 3.9”)
13.0
(2922)
310
(228.6)
5.8
(1303)
1200
(885.0)
100 -
(3.9” - )
28.0
(6294)
800
(590)
5.8
(1303)
2500
(1843)
1.
Shear force (Fs) is calculated assuming that the force is
applied at the end of the longest standard connection.
Document ID
Language
Edition
14
Instruction Manual -
Fusion-bonded plate heat exchangers
34566980-01 EN
2018-01
Содержание AlfaNova 14-76, AXP AN
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