Technical approval

Page 43 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14
Table D3-3 1 Angle Bracket ABR105, beam to beam connection
4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60
e<37,5: e<37,5: e≤76: e≤73:
61 101 54 90
f≤28: f≤39: 37,5-e 37,5-e 85-e 85-e
175 237
76<e≤1,83·b+4: 73<e≤1,62·b+9:
f+60 f+60
e≤68: 2,6 e≤72: 3,3
68<e≤132: 72<e≤142:
175 237
e e
f>28: f>39:
e>1,83·b+4: e>1,62·b+9:
54 90
f f
132<e≤500: 142<e≤500:
10,6·b-466 12,0·b-558
54 90
e-85 e-85
e-85 e-85
e<37,5: e<37,5: e≤71: e≤67:
107 179 96 159
f≤44: f≤60: 37,5-e 37,5-e 85-e 85-e
206 289
71<e≤1,72·b+3: 67<e≤1,53·b+7:
f+60 f+60
e≤27: 7,7 e≤29: 9,9
27<e≤175: 29<e≤136:
208 291
e e
f>44: f>60: 136<e≤245:
e>1,72·b+3: e>1,53·b+7:
245
85 142 e-32,5 11,5·b-544 13,5·b-688
f f
175<e≤500: e>245:
e-85 e-85
96 159
e-85 e-85
b, e and f are in mm.
Connector nail according to ETA-04/0013:
Minimum nailing: 6+6 (see fig. D3-2)
R
5,k
Load duration:
L
Modified characteristic capacity per connection
(kN)
1 Angle Bracket
per connection
R
1,k
R
2,k
= R
3,k
R
4,k
Maximum nailing: 10+14 (see fig. D3-3)
2,7
4,1
5,1
7,1
6,7
8,9
5,8
7,4
When the purlin has a wane on the side towards the Angle Bracket with an extent from the bottom up to the lower
nail the formula in the grey square shall be checked additionally.