Technical approval

Page 218 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Table D38-5 E8/2.5 - Post to rigid support connection
Table 47 E8/2,5 with bolt M10
kmodi=1,18
4,0x35 4,0x60 4,0x35 4,0x60
f ≤ 23,4
f > 23,4
f ≤ 31,9
f > 31,9
f ≤ 43,6
f > 43,6
f ≤ 61,2
f > 61,2
f ≤ 148
f > 148
19,2 / ( f + 28 )
19,2 / ( f + 28 )
0,6
1,2
1,4
2,5
2,8
Connector nail according to ETA-04/0013:
Connector nail according to ETA-04/0013:
19,2 / ( f + 28 )
4,0x60
2,0
8 / f
Column to rigid support connection
( Nails 1,2 and 12 disregarded for R
1,k
)
1 angle bracket per connection
R
1,k
4,0x35
2 angle brackets per connection
Characteristic capacity per connection
(kN)
R
2,k
= R
3,k
4,0x60
4,0x35
2,2
R
1,k
R
2,k
= R
3,k
1,1
2,2
1,7
0,9
1,9
16,2 / f
19,2 / ( f + 28 )
I
Load
duration
P
3,3
3,7
4,6
1,1
1,4
1,6
1,8
L
M
S
0,7
0,8
11 / f
19,2 / ( f + 28 )
13 / f
19,2 / ( f + 28 )
10 / f
6,0
3,7
7,3
4,0
2,3
4,6
2,6
5,3
3,0
f in mm
Note: For R
1,k
for 1 angle bracket connection, if the purlin or column is prevented from rotation, consider the value as
the half of the one given for two brackets.
Requirement for the bolts – see declaration under table D38-4