-17-
Group 10
1956*992 & 1979*1002
50
240
100
240
Group 11
1987*992 & 2008*1002
50
240
100
240
Group 12
1956*992 & 1979*1002
50
240
100
240
Group 13
1987*992 & 2008*1002
50
240
100
240
Group 14
1956*992 & 1979*1002
50
240
100
240
Group 15
1987*992 & 2008*1002
50
240
100
240
Group 16
1956*992 & 1979*1002
50
240
100
240
Group 17
1987*992 & 2008*1002
50
240
100
240
Group 18
1987*992 & 2008*1002 &
2031*1008
50
240
100
240
Group 19
2031*1008
50
240
100
240
Group 21
2008*1002
50
240
100
240
Group 29
2031*1008
50
240
100
240
Group 45
2008*1002
50
240
100
240
66P
Height of the frame
(
mm
)
35
30
Group 24
1796*995 & 1796*998
130
240
130
240
Group 26
1822*1008
130
240
130
240
Group 28
1822*1008
130
240
130
240
Group 32
1840*998 & 1841*1002
130
240
130
240
Group 34
1868*1008 & 1865*1005
130
240
130
240
Group 36
1868*1008 & 1865*1005
130
240
130
240
Group 38
1840*998 & 1841*1002
130
240
130
240
Group 40
1842*1021 & 1842*1024 &
1855*1029 & 1855*1032
130
240
130
240
Group 42
1868*1034 & 1878*1032
130
240
130
240
Group 44
1868*1034 & 1878*1032
130
240
130
240
Group 48
1842*1021 & 1842*1024 &
1855*1029 & 1855*1032
130
240
130
240
Table 5: Mechanical dimensions of modules installed with clamps on short side of frame
Note
:
The installation method of clamps on short sides is based on the internal results in Jinko.
According to IEC 61215 for a maximum positive design loading of below 1067Pa, and negative design
loading 1067Pa, with 1.5 times safety factor.