Approved loads for multiple
use* as per ETA-05/0116
 |
| cracked
concrete |
|
|
|
M 6
|
M 8
|
M 8x40
|
M 10
|
M 12
|
 |
| appr. load (any
direction) |
app.
F |
>C20/25
|
[kN]
|
1,2
|
1,7
|
2,0
|
2,0
|
2,4
|
 |
bending moments
(screw 4.6) |
app.
M |
|
[Nm]
|
2.6
|
6.4
|
6.4
|
12.8
|
22.2
|
bending moments
(screw 5.6) |
app.
M |
|
[Nm]
|
3,3
|
8,1
|
8,1
|
15.8
|
27.8
|
bending moments
(screw 5.8) |
app.
M |
|
[Nm]
|
4,3
|
10,9
|
10,9
|
21.1
|
37.1
|
bending moments
(screw 8.8) |
app.
M |
|
[Nm]
|
6,9
|
17,1
|
17,1
|
34.3
|
60.0
|
*multiple use for non-structural
applications according to ETAG Part 6
Loads under fire exposure are given in the approval.
Approved loads and performance
data as per ETA-02/0020, Option 7
|
 |
| non-cracked
concrete |
|
|
|
M 5*
|
M 6*
|
M 8
|
M 8x40
|
 |
| tension |
app.
N |
C20/25
|
[kN]
|
1,4
|
3,3
|
2,8
|
3,6
|
|
|
C30/37
|
[kN]
|
1,7
|
3,6
|
3,4
|
4,0
|
|
|
C40/50
|
[kN]
|
1,9
|
3,6
|
4,0
|
4,4
|
|
|
C50/60
|
[kN]
|
2,1
|
3,6
|
4,4
|
4,6
|
 |
| shear (Screw
5.6) |
app.
V |
>= C20/25
|
[kN]
|
1,5
|
2,1
|
3,9
|
3,9
|
| shear (Screw
5.8,8.8) |
app.
V |
>= C20/25
|
[kN]
|
2,0
|
2,9
|
3,9
|
3,9
|
 |
bending moments
(Screw 5.6) |
app.
M |
|
[Nm]
|
-
|
2,7
|
8,1
|
8,1
|
bending moments
(Screw 5.8) |
app.
M |
|
[Nm]
|
-
|
3,7
|
10,9
|
10,9
|
bending moments
(Screw 8.8) |
app.
M |
|
[Nm]
|
-
|
5,8
|
17,1
|
17,1
|
|
|
| |
 |
| non-cracked
concrete |
|
|
|
M 10
|
M 12
|
M 16
|
M 20
|
 |
| tension |
app.
N |
C20/25
|
[kN]
|
5,1
|
7,1
|
10,5
|
14,3
|
|
|
C30/37
|
[kN]
|
6,2
|
8,6
|
12,8
|
17,5
|
|
|
C40/50
|
[kN]
|
7,1
|
10,0
|
14,8
|
20,2
|
|
|
C50/60
|
[kN]
|
7,8
|
11,0
|
16,2
|
22,2
|
 |
| shear (Screw
5.6) |
app.
V |
>= C20/25
|
[kN]
|
4,1
|
9,0
|
16,8
|
26,2
|
| shear (Screw
5.8,8.8) |
app.
V |
>= C20/25
|
[kN]
|
4,1
|
12,0
|
18,0
|
28,6
|
 |
bending moments
(Screw 5.6) |
app.
M |
|
[Nm]
|
15,8
|
27,8
|
71,0
|
138,6
|
bending moments
(Screw 5.8) |
app.
M |
|
[Nm]
|
21,1
|
37,1
|
94,9
|
185,1
|
bending moments
(Screw 8.8) |
app.
M |
|
[Nm]
|
34,3
|
60,0
|
152,0
|
296,6
|
|
|
|
*Use restricted to anchoring of structural components statically
indeterminated
Size M5 is not part of ETA approval
Approved loads: total safety factor as per ETAG included.
Lower loads apply for reduced anchor spacings, edge distances
and anchorage depths.
For anchor designing an easy to operate CD-ROM is available
on request or download.
|
|
|
|