Technical approval

Page 129 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Beam to rigid connection
a) b) c) d)
Modified characteristic capacities:
Table D18-1 AG40312 and AG40314 – beam/column to beam connection - connector nails
2 Angle Brackets
per connection
Modified 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: 4+4 (fig.D18-2 a+c)
Beam/Column: 4+4 (fig. D18-2 b+d)
S
2,7
3,9
2,8
4,0
e≤0,29b+15
e≤0,48b+19
4,6
4,6
e>0,29b+15
e>0,48b+19
1,32b+56
1,96b+70
e-3,0
e-3,0
M
2,4
3,6
2,6
3,6
e≤0,27b+15
e≤0,42b+18
4,3
4,3
e>0,27b+15
e>0,42b+18
1,18b+52
1,8b+66
e-3,0
e-3,0
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
1,19
1,16
1,22
1,22
1,11
1,11
L multiply M by
0,88
0,91
0,88
0,88
0,88
0,92
P multiply M by
0,75
0,81
0,75
0,75
0,78
0,83
Figure D18-3
a) Beam to rigid support nailing for AG40412
b) Column to rigid support nailing for AG40412
c) Beam to rigid support nailing for AG40414
d) Column to rigid support nailing for AG40414