Approved loads for multiple
use* as per ETA-05/0117
 |
| 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 A4-70) |
app.
M |
|
[Nm] |
5,0 |
11,9 |
11,9 |
23,8 |
42,1 |
*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-03/0031,
Option 7 |
 |
| non-cracked
concrete |
|
|
|
M5* |
M 6* |
M 8* |
M 8x40 |
 |
| tension |
app.
N |
C20/25 |
[kN] |
1,6 |
3,9 |
3,9 |
4,3 |
|
|
C30/37 |
[kN] |
1,9 |
4,8 |
4,8 |
5,2 |
|
|
C40/50 |
[kN] |
2,2 |
5,3 |
5,6 |
6,0 |
|
|
C50/60 |
[kN] |
2,5 |
5,3 |
6,1 |
6,6 |
 |
| shear |
app.
V |
>= C20/25 |
[kN] |
2,3 |
3,2 |
4,6 |
4,6 |
 |
| bending moments |
app.
M |
|
[Nm] |
- |
5,0 |
11,9 |
11,9 |
|
|
| |
 |
| non-cracked
concrete |
|
|
|
M 10 |
M 12 |
M 16 |
M 20 |
 |
| tension |
app.
N |
C20/25 |
[kN] |
6,1 |
8,5 |
12,6 |
17,2 |
|
|
C30/37 |
[kN] |
7,4 |
10,4 |
15,3 |
21,0 |
|
|
C40/50 |
[kN] |
8,6 |
12,0 |
17,7 |
24,2 |
|
|
C50/60 |
[kN] |
9,4 |
13,2 |
19,5 |
26,6 |
 |
| shear |
app.
V |
C20/25 |
[kN] |
6,0 |
11,9 |
19,2 |
30,7 |
 |
| bending moments |
app.
M |
|
[Nm] |
23,8 |
42,1 |
106,7 |
207,9 |
|
|
|
*Use restricted to anchoring of structural components statically
indeterminated. Size M5 is not part of ETA approval
Approval for sizes M12, M16 and M20 valid for stainless steel A4 only.
Loads for single anchor without influence of spacing and edge
distance.
Total safty factor as per ETAG included.
For anchor designing an easy to operate CD-ROM is available
on request or download.
|
|
|
|