Approved loads and performance data as per ETA-03/0017, Option1 |
 |
| cracked
concrete |
|
|
M 8
|
M 10
|
M 12
|
M 16
|
M 20
|
M 24
|
 |
| tension |
app. N |
C20/25
|
[kN]
|
2,4
|
4,3
|
5,7
|
11,9
|
17,1
|
21,1
|
|
|
|
C25/30
|
[kN]
|
2,6
|
4,7
|
6,3
|
13,1
|
18,9
|
23,3
|
|
|
C30/37
|
[kN]
|
2,9
|
5,2
|
7,0
|
14,5
|
20,9
|
25,8
|
|
|
C40/50
|
[kN]
|
3,4
|
6,0
|
8,1
|
16,8
|
24,2
|
29,8
|
|
|
C50/60
|
[kN]
|
3,7
|
6,6
|
8,9
|
18,5
|
26,6
|
32,8
|
 |
| shear |
app. V |
C20/25
|
[kN]
|
8,6
|
12,6
|
18,0
|
26,9
|
34,3
|
42,3
|
|
|
>= C25/30
|
[kN]
|
8,6
|
12,6
|
18,9
|
29,6
|
37,1
|
46,5
|
 |
| bending moments |
app. M |
|
[Nm]
|
13,1
|
26,9
|
46,9
|
119,4
|
195,0
|
513,1
|
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-03/0017, Option1 |
 |
| non-cracked
concrete |
|
|
|
M 8
|
M 10
|
M 12
|
M 16
|
M 20
|
M 24
|
 |
| tension |
app. N |
C20/25
|
[kN]
|
5,7
|
7,6
|
9,5
|
16,7
|
24,0
|
29,6
|
| |
|
C25/30
|
[kN]
|
6,3
|
8,4
|
10,5
|
18,3
|
26,4
|
32,6
|
|
|
C30/37
|
[kN]
|
7,0
|
9,3
|
11,6
|
20,3
|
29,3
|
36,1
|
|
|
C40/50
|
[kN]
|
7,5
|
10,7
|
13,4
|
23,5
|
33,8
|
41,7
|
|
|
C50/60
|
[kN]
|
7,5
|
11,8
|
14,8
|
25,8
|
37,2
|
45,9
|
 |
| shear |
app. V |
C20/25
|
[kN]
|
8,6
|
12,6
|
18,9
|
34,3
|
37,1
|
59,2
|
|
|
>= C25/30
|
[kN]
|
8,6
|
12,6
|
18,9
|
34,3
|
37,1
|
65,1
|
 |
| bending
moments |
app. M |
|
[Nm]
|
13,1
|
26,9
|
46,9
|
119,4
|
195,0
|
513,1
|
|
|
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. |
|
|
|