Approved loads and performance data as per ETA-99/0010, Option1 |
 |
| cracked
concrete |
|
|
M 8 |
M 10 |
M 12 |
M 16 |
M 20 |
 |
| tension |
app. N |
C20/25 |
[kN] |
2,4 |
4,3 |
5,7 |
11,9 |
17,1 |
|
|
|
C25/30 |
[kN] |
2,6 |
4,7 |
6,3 |
13,1 |
18,9 |
|
|
C30/37 |
[kN] |
2,9 |
5,2 |
7,0 |
14,5 |
20,9 |
|
|
C40/50 |
[kN] |
3,4 |
6,0 |
8,1 |
16,8 |
24,2 |
|
|
C50/60 |
[kN] |
3,7 |
6,6 |
8,9 |
18,5 |
26,6 |
 |
| shear |
app. V |
C20/25 |
[kN] |
7,4 |
11,4 |
17,1 |
26,9 |
34,3 |
|
|
|
>= C25/30 |
[kN] |
7,4 |
11,4 |
17,1 |
29,6 |
37,7 |
 |
| bending moments |
app. M |
|
[Nm] |
14,9 |
29,7 |
52,6 |
133,1 |
231,6 |
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-99/0010, Option1
 |
| non-cracked
concrete |
|
|
M 8 |
M 10 |
M 12 |
M 16 |
M 20 |
 |
| tension |
app.
N |
C20/25 |
[kN] |
5,7 |
7,6 |
9,5 |
16,7 |
24,0 |
|
|
|
C25/30 |
[kN] |
6,3 |
8,4 |
10,5 |
18,3 |
26,4 |
|
|
C30/37 |
[kN] |
7,0 |
9,3 |
11,6 |
20,3 |
29,3 |
|
|
C40/50 |
[kN] |
7,6 |
10,7 |
13,4 |
23,5 |
33,8 |
|
|
C50/60 |
[kN] |
7,6 |
11,8 |
14,8 |
25,8 |
37,2 |
 |
| shear |
app.
V |
>= C20/25 |
[kN] |
7,4 |
11,4 |
17,1 |
31,4 |
43,9 |
 |
| bending
moments |
app.
M |
|
[Nm] |
14,9 |
29,7 |
52,6 |
133,1 |
231,6 |
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. |
|
|
|
|
|