Install Instructions

Installation
Connection loads at installation
Fs
Ft
Mt
Mb
Figure 3. Connection loads.
Withreferencetodenitions in gure, the loads during
installation s hould not exceed the limits specied in table below.
Maximum recomm ended c
onnection loads during
installation
D
Figure 4. O uter diam
eter 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 M anual -
Brazed plate heat exchangers
3450021401 EN 2017-06