Technical Data
type 0,5"
fpk1860N/mm©÷

ultimate load ¨ª12.9mm
(186kN per strand)

type 0,6"
fpk1860N/mm©÷
ultimate load ¨ª15.7mm
(279kN per strand)

A

B
C1
C2
D
kN
kN
mm
mm
mm
mm
mm
5907
1,302
6905
1,395
117
150
36
90
190
5909
1,674
6907
1,953
130
170
40
100
200
5912
2,232
6909
2,511
140
180
43
125
300
5915
2,790
6912
3,348
140
220
44
180
350
5920
3,720
6915
4,185
180
250
51
200
350
5927
5,022
6919
5,301
200
280
55
220
450
5932
5,952
6922
6,138
220
300
66
220
595
5937
6,882
6927
7,533
240
315
75
240
535
-
-
6937
10,323
270
390
90
350
550
   
 
Details of the Anchorage Zone
type 0,5"
fpk
1860N/mm©÷
type 0,6"
fpk
1860N/mm©÷
distances of the anchorages
additional reinforcement
helix
center distances
edge distances
E
N
f
e
mm
mm
mm
mm
mm
 
5907
1,302
6905
1,395
117
150
36
190
5909
1,674
6907
1,953
130
170
40
200
5912
2,232
6909
2,511
140
180
43
300
5915
2,790
6912
3,348
160
220
44
350
5920
3,720
6915
4,185
180
250
51
450
5927
5,022
6919
5,301
200
280
55
450
5932
5,952
6922
6,138
220
300
66
595
5937
6,882
6932
7,533
240
315
75
535
-
-
6937
10,323
270
390
90
550
1) rectangular shape 2)additional reinforcement in area G required
   
 
¨ª15.7mm, ultimate load 279kN
type 0,62"
fpk
1860N/mm©÷
distances of the anchorages
additional reinforcement
helix
center distances
edge distances
E
F
n
e
mm
mm
mm
mm
mm
6805
240
140
210
240
5
14
6807
280
160
250
335
6
14
6809
340
190
310
365
6
16
6812
380
210
350
350
7
16
6815
420
230
390
440
8
16
6819
480
260
450
350
6
20
6822
520
280
490
430
7
20
6827
580
310
550
480
8
20
6837
680
360
650
910
10
20
1) rectangular shape 2)additional reinforcement in area G requiredalternate reinforcement on request