Hi
lti HIT-RE 500-SD mortar
w/
rebar (as post-installed
conn.
)
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual
is
s
ue September 2014
09 /
2014
902
Fire Resistance
according to
MFPA Leipzig, report GS 3.2/09-122
a) fire situation “anchorage”
Maximum force in rebar in conjunction with HIT-RE 500 SD as
a
function of embedment depth for the fire
resis
tance
class
es
F30 to F240 (yield strength f
yk
= 500
N/mm²) according EC2
a)
.
Bar
Drill hole
Max.
F
s,T
A
A
inst
Fire res
istance of bar in [kN]
[mm]
[mm]
[kN]
[mm]
R30
R60
R90
R120
R180
R240
8
10
16,19
65
1,38
0,57
0,19
0,05
0
0
80
2,35
1,02
0,47
0,26
0
0
95
3,87
1,68
0,88
0,55
0,12
0
115
7,30
3,07
1,71
1,14
0,44
0,18
150
16,19
8,15
4,59
3,14
1,41
0,8
180
16,19
9,99
6,75
2,94
1,7
205
16,19
12,38
5,08
2,86
220
16,19
6,95
3,82
265
16,19
8,57
305
16,19
10
12
25,29
80
2,94
1,27
0,59
0,33
0
0
100
5,68
2,45
1,31
0,85
0,24
0
120
10,66
4,44
2,48
1,68
0,68
0,31
140
17,57
7,76
4,38
2,99
1,33
0,73
165
25,29
15,06
8,5
5,79
2,58
1,5
195
25,29
17,63
12,18
5,12
2,93
220
25,29
20,66
8,69
4,78
235
25,29
11,8
6,30
280
25,29
13,86
320
25,29
12
16
36,42
95
5,80
2,52
1,32
0,83
0,18
0
120
12,79
5,33
2,97
2,01
0,82
0,37
145
23,16
10,68
6,02
4,12
1,84
1,03
180
36,42
24,29
14,99
10,12
4,41
2,55
210
36,42
27,38
20,65
8,47
4,74
235
36,42
31,01
14,16
7,56
250
36,42
19,13
9,89
295
36,42
21,43
335
36,42
14
18
49,58
110
10,92
4,65
2,55
1,70
0,61
0,20
140
24,60
10,87
6,13
4,19
1,86
1,03
170
39,12
23,50
13,55
9,20
4,07
2,37
195
49,58
35,6
24,69
17,05
7,17
4,10
225
49,58
39,20
31,34
13,48
7,34
250
49,58
43,44
22,32
11,54
265
49,58
29,49
15,00
310
49,58
31,98
350
49,58
A
inst
