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. |
|
|
|