Technical approval

Page 133 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Table D18-5 AG40412 and AG40414 – beam/column to rigid support connection - connector nails/bolt
2 Angle Brackets
per connection
Characteristic capacity per connection (kN)
Load duration
R
1,k
R
2,k
= R
3,k
R
4,k
= R
5,k
Connector nail according to ETA-04/0013
4,0x40
4,0x60
4,0x40
4,0x60
4,0x40
4,0x60
Beam/Purlin: Nails in hole no.: 11,12,15,16 / 1 bolt
Beam/Column: Nails in hole no.: 9,12,13,16 / 1 bolt
S
8,1
8,1
1,0
1,0
4,1b+61
4,1b+61
e-4,0
e-4,0
max:
max:
6,1
6,1
M
7,6
8,1
0,8
1,0
3,8b+60
4,1b+61
e-4,0
e-4,0
max:
max:
5,7
5,7
b and e are in mm
Factors for other
load durations
R
1,k
R
2,k
= R
3,k
R
4,k
= R
5,k
Connector nail according to ETA-04/0013
4,0x40
4,0x60
4,0x40
4,0x60
4,0x40
4,0x60
I multiply S by
1,00
1,00
1,00
1,00
1,00
1,00
L multiply M by
0,91
1,00
1,00
1,00
0,86
0,95
P multiply M by
0,78
1,00
0,75
1,00
0,67
0,88
Connection with bolt
AG
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
0,93
1,69
1,85 x e/b
-
k
lat
-
0,50
-
1,00
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