Approved loads and performance data as per ETA-02/0002, Option1 |
 |
| cracked
concrete |
|
|
|
M 6 |
M 8 |
M 10 |
M12 |
 |
| tension |
app. N |
C20/25 |
[kN] |
2,0 |
3,6 |
4,8 |
7,9 |
| |
|
C25/30 |
[kN] |
2,2 |
3,9 |
5,2 |
8,7 |
|
|
C30/37 |
[kN] |
2,4 |
4,4 |
5,8 |
9,7 |
|
|
C40/50 |
[kN] |
2,8 |
5,0 |
6,7 |
11,2 |
|
|
C50/60 |
[kN] |
3,1 |
5,5 |
7,4 |
12,3 |
 |
shear
pre-installation |
app. V |
>= C20/25 |
[kN] |
3,3 |
5,3 |
6,1 |
13,5 |
shear
through-fastening |
app. V |
>= C20/25 |
[kN] |
4,2 |
4,3 |
5,5 |
16,9 |
 |
bending moments
pre-installation |
app. M |
|
[Nm] |
4,9 |
12,0 |
|
41,9 |
bending moments
through-fastening |
app. M |
|
[Nm] |
16,1 |
25,3 |
39,9 |
109,3 |
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. |
|
|
Approved loads and performance data as per ETA-02/0002, Option1 |
 |
| non-cracked
concrete |
|
|
|
M 6 |
M 8 |
M 10 |
M12 |
 |
| tension |
app. N |
C20/25 |
[kN] |
4,8 |
6,3 |
7,9 |
11,9 |
|
|
|
C25/30 |
[kN] |
5,2 |
7,0 |
8,7 |
13,1 |
|
|
C30/37 |
[kN] |
5,4 |
7,7 |
9,7 |
14,5 |
|
|
C40/50 |
[kN] |
5,4 |
9,0 |
11,2 |
16,8 |
|
|
C50/60 |
[kN] |
5,4 |
9,8 |
12,3 |
18,5 |
 |
shear
pre-installation |
app. V |
>= C20/25 |
[kN] |
3,2 |
5,2 |
6,6 |
13,5 |
shear
through-fastening |
app. V |
>= C20/25 |
[kN] |
4,2 |
4,4 |
5,5 |
16,9 |
 |
bending
moments
pre-installation
|
app. M |
|
[Nm] |
4,9 |
12,0 |
24,0 |
41,9 |
bending moments
through-fastening |
app. M |
|
[Nm] |
16,1 |
25,3 |
39,9 |
109,3 |
|
|
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. |
|
|
|