Technical approval

Page 122 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Modified characteristic capacities:
Table D17-1 AE116 - beam to beam connection - connector nails
2 Angle Brackets
per connection
Connector nail according to ETA-04/0013
4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60
min: min:
11,4 12,8
2,65b+145 4,41b+157
e-3,0 e-3,0
min: min:
10,1 12,1
2,35b+143 3,92b+154
e-3,0 e-3,0
b and e are in mm
Connector nail according to ETA-04/0013
4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60
I multiply S by 1,22 1,22 1,22 1,22 1,12 1,14
L multiply M by 0,88 0,88 0,88 0,88 0,88 0,89
P multiply M by 0,75 0,75 0,75 0,75 0,75 0,78
Maximum
(fig. D17-2 a+b)
17,2
23,9
Number of Nails
Load duration: S
5,3
8,8
Modified characteristic capacity per connection (kN)
R
1,k
R
2,k
= R
3,k
R
4,k
= R
5,k
R
4,k
= R
5,k
20,4
Factors for other
load durations
R
1,k
R
2,k
= R
3,k
Minimum
(fig. D17-2 c+d)
15,0
Load duration: M
Maximum
(fig. D17-2 a+b)
Minimum
(fig. D17-2 c+d)
13,3
18,2
15,3
21,3
4,7
7,8