Technical approval

Page 199 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Table D35-4 E6/2 - timber to rigid support connection – 2 angle brackets
4,0x35 4,0x60 4,0x35 4,0x60
3,9
4,6
5,2
4,0x60
7,7
9,0
9,7
P
I
L
M
S
1,0
1,3
0,7
1,2
0,8
2,6
1,8
1,1
5,8
7,2
1,8
3,7
Modified characteristic capacity per connection
(kN)
Beam to rigid support connection
Nailing 11+1 bolt (fig. 35-2 C)
2,2
9,7
R
2,k
= R
3,k
R
1,k
R
2,k
= R
3,k
1,4
2,3
1,6
Load
duration
R
1,k
Connector nail according to ETA-04/0013:
Connector nail according to ETA-04/0013:
4,0x35
4,0x60
4,0x35
min of :
10,9 / ( f + 27 )
13,1 / f
3,0
9,7
1 angle bracket per connection
2 angle brackets per connection
9,0
1,5
1,2
2,0
0,6
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.
E6/2
connection with 1 angle brackets
factor:
for F
1
for F
2/3
for F
4
for F
5
k
ax
(f+41)/8
0,53
-
-
k
lat
-
1,00
-
-
E6/2
connection with 2 angle brackets
factor:
for F
1
for F
2/3
for F
4/5, bolt 1
for F
4/5, bolt 2
k
ax
1,02
0,27
-
-
k
lat
-
0,50
-
-
For each bolt it´s needed to check: R
bolt,d,lateral
≥ k
lat
x F
i,d
; R
bolt,d,axial
≥ k
ax
x F
i,d
; and also the combination