Approved loads and performance data as per ETA-02/0030, Option1 |
 |
| cracked
concrete |
|
|
SZ 10
M 6
|
SZ 12
M 8
|
SZ 15
M10
|
SZ 18
M 12
|
SZ 24
M16
|
SZ 24
M16L
|
SZ 28
M20
|
 |
| tension |
app. N |
C20/25
|
[kN]
|
2,4
|
5,7
|
7,6
|
12,3
|
17,1
|
21,1
|
24,0
|
|
|
C30/37
|
[kN]
|
2,9
|
7,0
|
9,3
|
15,0
|
20,9
|
25,8
|
29,2
|
|
|
C40/50
|
[kN]
|
3,4
|
8,1
|
10,7
|
17,3
|
24,2
|
29,8
|
33,8
|
|
|
C50/60
|
[kN]
|
3,7
|
8,9
|
11,8
|
19,0
|
26,6
|
32,8
|
37,1
|
 |
| shear SZ-B |
app. V |
C20/25
|
[kN]
|
9,1
|
14,0
|
20,5
|
24,5
|
34,3
|
42,3
|
47,9
|
| SZ-S
/ SZ-SK |
|
C20/25
|
[kN]
|
10,1
|
15,9
|
20,5
|
24,5
|
34,3
|
42,3
|
47,9
|
 |
| bending
moment |
app. M |
|
[Nm]
|
6,9
|
17,1
|
34,3
|
60,0
|
152,0
|
152,0
|
296,6
|
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-02/0030, Option1 |
 |
| non-cracked
concrete |
|
|
SZ 10
M 6
|
SZ 12
M 8
|
SZ 15
M10
|
SZ 18
M 12
|
SZ 24
M16
|
SZ 24
M16L
|
SZ 28
M20
|
 |
| tension |
app. N |
C20/25
|
[kN]
|
7,6
|
9,5
|
14,3
|
17,2
|
24,0
|
29,6
|
33,5
|
|
|
C30/37
|
[kN]
|
7,6
|
11,6
|
17,4
|
21,0
|
29,3
|
36,1
|
40,9
|
|
|
C40/50
|
[kN]
|
7,6
|
13,4
|
20,1
|
24,2
|
33,8
|
41,7
|
47,3
|
|
|
C50/60
|
[kN]
|
7,6
|
13,8
|
21,9
|
26,6
|
37,2
|
45,9
|
52,0
|
 |
| shear SZ-B |
app. V |
C20/25
|
[kN]
|
9,1
|
14,0
|
20,7
|
34,3
|
48,0
|
52,1
|
67,1
|
| SZ-S
/ SZ-SK |
|
C20/25
|
[kN]
|
10,1
|
17,1
|
27,5
|
34,3
|
48,0
|
59,2
|
67,1
|
 |
| bending moment |
app. M |
|
[Nm]
|
6,9
|
17,1
|
34,3
|
60,0
|
152,0
|
152,0
|
296,6
|
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. |
|
|
|
|
|