Technical approval

Page 103 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Characteristic capacities:
Table D12-6 ABR100, beam to rigid support connection
1 Angle Brackets ABR100
per connection
nailing
e [mm] steel timber steel timber
0 2,3
20 4,5
50 4,6 4,5 8,4
100 0,8 2,3 1,8
150 0,3 1,5 0,6
*
2)
If the timber is prevented from turn away, half the capacity of 2 ABR100 can be used *
3)
bolt checks:
the values for timber may be to use with k
mod
, the values for steel allways with k
mod
=1 R
bolt,ax,d
≥ F
4 or 5,d x
e / 40
the minimum of both are available
R
bolt,lat,d
≥ F
4 or 5,d
R
i,k
is the table-value, γ
M
is always the
value for timber
characteristic capacity in [kN]
connector nails according ETA-04/0013
size 4,0x40 to 4,0x60
R
1,k
R
2,k
R
4,k
*
3)
R
5,k
*
3)
vertical:
10 nails
+
horizontal
1 bolt M10
9,0
*
2)









mod
mod
7,0
,1
49,4
45,22
min
k
kf
R
k
nail- / bolt-pattern
M
ki
di
kR
R

mod,
,


F
4
e
F
5
e
bf
F
1
F
2/3
Table D12-7 2 angle brackets ABR100, timber beam to 6 mm steel beam connection – connector nails + PAT pins
2 Angle Brackets ABR100 per connection
Characteristic capacity per connection
[kN]
Nailing
R
1,k
10 CNA4,0x60 + 4 PDPA-75
See fig. D12-4
21,5
Connector nails according to ETA-04/0013