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1Multistrand Post-Tensioning 2 - 11
Bonded Slab Post-Tensioning 12 - 14
Monostrand Post-Tensioning 15
External Post-Tensioning 16 - 17
Ground Anchors 18
Appendix Technical Data & Dimensions
VSL
Strand TypeNominal diameter mmNominal area mm2Tensile strength MPaMin. breaking load kNYoung's modulus GPaRelaxation %
N12.593
1,860173
S12.9
1001,860
186
N15.2
1401,860
260
S15.7
1501,860
279
2
MMultistrand Post - TensioningStrand Type 13 mm (0.5'') 15 mm (0.6'')
Strand Properties
195 approx.max 2.5
Numberof strands
pertendon
u123456789
10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455
93186279372465558651744837930
1,0231,1161,2091,3021,3951,4881,5811,6741,7671,8601,9532,0462,1392,2322,3252,4182,5112,6042,6972,7902,8832,9763,0693,1623,2553,3483,4413,5343,6273,7203,8133,9063,9994,0924,1854,2784,3714,4644,5574,6504,7434,8364,9295,0225,115
173346519692865
1,0381,2111,3841,5571,7301,9032,0762,2492,4222,5952,7682,9413,1143,2873,4603,6333,8063,9794,1524,3254,4984,6714,8445,0175,1905,3635,5365,7095,8826,0556,2286,4016,5746,7476,9207,0937,2667,4397,6127,7857,9588,1318,3048,4778,6508,8238,9969,1699,3429,515
100200300400500600700800900
1,0001,1001,2001,3001,4001,5001,6001,7001,8001,9002,0002,1002,2002,3002,4002,5002,6002,7002,8002,9003,0003,1003,2003,3003,4003,5003,6003,7003,8003,9004,0004,1004,2004,3004,4004,5004,6004,7004,8004,9005,0005,1005,2005,3005,4005,500
186372558744930
1,1161,3021,4881,6741,8602,0462,2322,4182,6042,7902,9763,1623,3483,5343,7203,9064,0924,2784,4644,6504,8365,0225,2085,3945,5805,7665,9526,1386,3246,5106,6966,8827,0687,2547,4407,6267,8127,9988,1848,3708,5568,7428,9289,1149,3009,4869,6729,858
10,04410,230
Strands Type 0.5''
Tendon Properties
The above values are indicative, and the regional standards must be applied.
Strands Type 0.5'' N1,860 MPa
Strands Type 0.5'' S 1,860 MPa
Numberof strands
pertendon
u123456789
10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455
140280420560700840980
1,1201,2601,4001,5401,6801,8201,9602,1002,2402,3802,5202,6602,8002,9403,0803,2203,3603,5003,6403,7803,9204,0604,2004,3404,4804,6204,7604,9005,0405,1805,3205,4605,6005,7405,8806,0206,1606,3006,4406,5806,7206,8607,0007,1407,2807,4207,5607,700
260520780
1,0401,3001,5601,8202,0802,3402,6002,8603,1203,3803,6403,9004,1604,4204,6804,9405,2005,4605,7205,9806,2406,5006,7607,0207,2807,5407,8008,0608,3208,5808,8409,1009,3609,6209,880
10,14010,40010,66010,92011,18011,44011,70011,96012,22012,48012,74013,00013,26013,52013,78014,04014,300
150300450600750900
1,0501,2001,3501,5001,6501,8001,9502,1002,2502,4002,5502,7002,8503,0003,1503,3003,4503,6003,7503,9004,0504,2004,3504,5004,6504,8004,9505,1005,2505,4005,5505,7005,8506,0006,1506,3006,4506,6006,7506,9007,0507,2007,3507,5007,6507,8007,9508,1008,250
279558837
1,1161,3951,6741,9532,2322,5112,7903,0693,3483,6273,9064,1854,4644,7435,0225,3015,5805,8596,1386,4176,6966,9757,2547,5337,8128,0918,3708,6498,9289,2079,4869,765
10,04410,32310,60210,88111,16011,43911,71811,99712,27612,55512,83413,11313,39213,67113,95014,22914,50814,78715,06615,345
Strands Type 0.6''Strands Type 0.6'' N
1,860 MPaStrands Type 0.6'' S
1,860 MPaArea of
the tendonmm2
Minimumbreaking load
kN
Area ofthe tendon
mm2
Minimumbreaking load
kN
Area ofthe tendon
mm2
Minimumbreaking load
kN
Area ofthe tendon
mm2
Minimumbreaking load
kN
VSL
F1 resp. F2
H
O
E
Pxt stirrups or equivalent orthogonal reinforcement
C
B
3
VSL
G M
X = Anchorage spacing
Xr = Clearance to edge
A D
F1 resp. F2
H
O
E
30
Pxt stirrups or equivalent orthogonal reinforcement
K
J1 r
esp
J2
C
B
Stressing Anchorage VSL Type CS 2000
MMultistrand Post - TensioningStressing Anchorage VSL Type CS 2000
TendonUnit6-7
6-126-196-226-316-37
A
222258300320390420
B
608090
100120130
C
506062626982
D
143178212232274300
E 1)
505560303030
F1
400500540570650835
F2
535638660740800985
G
250290375410490545
H
200250350350440450
J1
60/6780/87
95/102110/117130/137140/150
J2
59/7376/91
100/116100/116130/146130/146
K
141620202216
n
56889
10
M
665
O
55
P
18
t
11
X
300390490530630685
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cube), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
L1: valid for CS STANDARD, L2 valid for CS PLUS and CS SUPER . J1: standard inner/outer diameter of corrugated steel duct. J2: standard inner/outer diameter of PT Plus duct. n: number of spiral turns. X: anchorage spacing, minimum clearance to edge Xc = 0.5*X + cover. 1) When diameter G to small to clear "nose" of bearing plate, set spiral back (i.e. E + 30mm).
4MMultistrand Post - TensioningStressing Anchorage VSL Type Ec
Stressing Anchorage VSL Type E
DimensionsTendon UnitK8
10101214161818202222
8101012141618182022
n2.53.53.54.55.56.56.57.57.57.58.5
2.53.53.54.55.56.57.57.58.59.5
5-15-35-45-7
5-125-195-225-315-375-425-55
6-16-26-36-46-7
6-126-196-226-316-37
A70
120140180250300330400420450520
80120150170220300370400470520
B1015202535455060656075
10152525354555607580
C4550505560758595
105110130
50505055607595
100120135
D429095
110150180190230240260290
539095
110135170200220260280
E15505574
104135150172188201230
1850566584
118150172192215
F60
175170165205355430490505530605
60175165165155325475590615750
G80
145170230310395430500550590680
100145185215290380480520620680
H90
135150200275330360420455490560
100150150200250330420420520585
J25/3040/4545/5055/6065/7280/8785/92
100/107120/127130/137140/150
30/3540/4545/5050/5560/6780/87
95/102110/117130/137140/150
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
K: diameter of spiral steels. n: number of spiral turns. X: according to a0 of the French approval.
X80
145170230310395430500550590680
100145185215290380480520660680
5-35-45-7
5-125-195-225-315-375-425-55
6-36-46-7
6-126-196-226-316-37
A120135165215270290340370395430
135150190250310340390430
B130125155215285335365360380460
125155170245305365350450
C50505560758595
105110130
5055607595
100120135
D9095
110150180190230240260290
95110135170200220260280
E505574
104135150172188201230
556584
118150178192215
F35/4040/4550/5765/7280/8785/92
100/107120/127130/137140/150
40/4545/5060/6780/87
100/107110/117130/137140/150
G145160200270350370440480510550
160200250330400430510550
H145145210285345380440475540605
145210260345440480540605
J10101214161820222222
1012141618182222
n3345667789
34567889
DimensionsTendon UnitX
145160200270350370440480510550
160200250330400430510550
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
J: diameter of spiral steels. n: number of spiral turns. X: according to a0 of the French approval.
VSL
Strand
Type 0.5
Strand
Type 0.6
Strand
Type 0.5
Strand
Type 0.6
55-35-7
5-125-195-225-315-375-425-55
6-26-36-46-7
6-126-196-226-316-37
A
430550650740830
1,1401,3201,2901,370
380490520630730860930
1,0901,390
B
140140140140140140180180200
150160160160160160160180200
C
406060809090
120130150
30606070809090
130130
D
130170200240260350390395420
140150160190240280310360430
MMultistrand Post - TensioningCoupler VSL Type K
Coupler VSL Type K
Dimensions in mm.For concrete strength, stressing, and spacing, please refer to anchorages types Ec or E.
Tendon Unit
5-35-7
5-125-195-225-31
6-26-36-46-7
6-126-19
E
275400420560630940
160260290400500630
F
205205205205205205
215225225225225225
G
220260320455520600
200210210220410580
H
306060809090
306060708090
J
140180210240260350
150160170200250290
Coupler VSL Type V
Coupler VSL Type V
Dimensions in mm.
Tendon Unit
VSL
Strand
Type 0.5
Strand
Type 0.6
Strand
Type 0.5
Strand
Type 0.6
6MMultistrand Post - TensioningDead-End Anchorage VSL Type H
5-35-4
5-7
5-12
5-19
5-22
5-31
5-37
5-42
5-55
6-36-4
6-7
6-12
6-19
6-22
6-31
6-37
Alternative
112121212121212123123
112121212121212
Type
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIII
A
230310150370170350310470310570390670470770470870670570
1,170870570
290390190450210430390570390690470810570
1,050690
B
7070
17070
190190270190390190390310430310550350430550350430670
9090
21090
230230330230470230490260510370510
D
930930930
1,2801,2801,2801,2801,2801,2801,2801,2801,4801,4801,6801,6801,6801,6801,6801,9801,9801,980
950950950
1,3001,3001,3001,3001,3001,3001,3001,3001,7001,7002,0002,000
E
180180200200230230300300350350350350400400400400400400
200200230230300300350350400400400400
F
155155155155155155155155155155165165165165165185185185
155155155155155155155155165165185185
G
121214141414161616161818181818202020
141414141616161618182020
n
777777777777777777
777777777777
Dead-End Anchorage VSL Type H
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
n: number of spiral turns.
Tendon Unit
VSL
Strand
Type 0.5
Strand
Type 0.6
75-15-35-7
5-125-195-225-31
6-16-26-36-46-7
6-126-19
A
120230230230230230230
130230230230230230230
B
6070
140210350350350
8060
100100185280470
C
300350400500600800
250300350400500700
D
130190220260260260
130190190220260260
E
100150
180180180
100150150150180180
F
188262264316316316
188262262264316316
G
81212141616
81212141616
n
445555
444555
MMultistrand Post - TensioningDead-End Anchorage VSL Type P
Dead-End Anchorage VSL Type P
Tendon Unit
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
n: number of spiral turns.
5-15-35-7
5-125-195-225-31
6-16-26-36-46-7
6-126-19
A
1570
160280400440640
3575
145145255400690
B
600600600700800900
1,300
600600600600700900
1,450
C
78112114126126126
78112112114126126
D
130190220260260260
130190190220260260
E
188262264316316316
188262262264316316
F
81214161616
81212141616
n
455555
455555
Dead-End Anchorage VSL Type U
Dead-End Anchorage VSL Type UTendon Unit
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
n: number of spiral turns.
VSL
Strand
Type 0.5
Strand
Type 0.6
Strand
Type 0.5
Strand
Type 0.6
8MMultistrand Post - TensioningIntermediate Anchorage VSL Type Z
5-2 1)5-4 1)5-6
5-125-22
6-2 1)6-4 1)6-6
6-126-22
A
130160200280350
140170210300400
B
607090
140170
7080
100160190
C
8090
130140200
90100140160250
D
60658590
120
657090
100145
F 2)
400500600
1,0001,450
450900
1,0001,3501,500
G 2)
560720890
1,4402,070
6201,1301,3201,9102,290
H
170200240320390
180210250340440
Tendon Unit
Dimensions in mm.1) Tension ring only on side 2.2) Dependent upon the shape of the concrete surface.
The values stated apply for surfaces which are not curved.
Dead-End Anchorage VSL Type ZU
Intermediate Anchorage VSL Type Z
5-2 1)5-4 1)5-6
6-2 1)6-4 1)6-6
A
165165165
170170200
B
103103113
105105120
C
808895
9092
105
D
606570
656575
F 2)
450600650
450560650
G 2)
655835925
700815930
H
200200220
210220240
Tendon UnitStrand
Type 0.5''
Strand Type 0.6''
Dimensions in mm.1) Tension ring only on side 2.2) Dependent upon the shape of the concrete surface.
The values stated apply for surfaces which are not curved.
Intermediate Anchorage VSL Type ZU
VSL
Strand
Type 0.5
Strand
Type 0.6
9MMultistrand Post - Tensioning
5-45-7
5-125-195-225-31
6-26-36-46-7
6-126-19
A Int/ext
50/5565/7280/8790/97
95/102110/117
50/5550/5555/6075/8290/97
100/117
B Int/ext
45/5055/6065/7280/8785/92
100/107
45/5045/5050/5560/6780/87
95/102
R min.
600600900
1,1001,2001,400
600600600750
1,0001,300
Dead-End Anchorage VSL Type L
Dimensions in mm.Dimensions are valid for nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
Tendon Unit
Dead-End Anchorage VSL Type L
Dead-End Anchorage VSL Type AF
Tendon Unit
6-126-196-31
A
265315375
B
700700900
C
606060
D
460460660
E
909090
F
95/102120/127150/157
G
380480620
H
450540660
J
161820
n
99
11
L
606080
X
410510650
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Maximum prestressing force (80% of minimum tendon breaking load) may be applied when mortar of first injectionin the AF anchor reaches 100 MPa (cube).
n: number of spiral turns or ortogonal stirrups. X: anchorage spacing, minimum clearance to edge Xc = 0.5*X + cover.
Dead-End Anchorage VSL Type AF for vertical tendons
VSL
Strand
Type 0.5
Strand
Type 0.6
10
0,55-125-195-315-37
0,66-7
6-126-19/22
6-31
5976
100130
A
5876
100130
B
6381
106136
D
2.52.53.03.0
E
42.052.560.050.8
F
82100123156
G
108116126139
n
106124147177
MMultistrand Post - TensioningDucts PT-PLUSTM System
UnitType
Corrugated Steel DuctsSizes of the Ducts and Eccentricity of the Centreof Gravity of Strands
C
7391
116146
Dimensions in mm.
Tendon unit
5-15-35-45-7
5-125-195-225-315-375-425-55
Dia. of Ductint/ext
20/2535/4040/4550/5765/7280/8785/92
100/107120/127130/137140/150
Dimensions in mm.
Dimensions in mm.
Eccentricity
477811131214232623
Tendon Unit
6-16-26-36-46-76-126-196-316-37
Dia. of Ductint/ext
25/3035/4040/4545/5060/6780/87
100/107130/137140/150
Eccentricity
56661014172225
VSL
11
MMultistrand Post - Tensioning
Stressing Jack Data
Type I (ZPE-23FJ) Type II (ZPE-19) Type III (ZPE-500)
Block Out Dimensions and Clearance Requirement
Jack TypeZPE-23FJZPE-30ZPE-3ZPE-60ZPE-7A
ZPE-12St2ZPE-200ZPE-19
ZPE-460/31ZPE-500ZPE-750ZPE-1000ZPE-1250
A min.-
303030305050506080808090
B
300600550650800700
1,100850700
1,1501,3501,3001,350
C
1,2001,1001,0001,1001,2001,3002,1001,5001,5002,0002,3002,2002,250
D
116140200180300310330390485585570790660
E
90100150140200200210250300330365450375
Dimensions in mm.
Designation
TypeLength (mm)Diameter (mm)Stroke (mm)Piston area (cm2)Capacity (kN)Pressure (bar)Weight (kg)Used for 13 mm(0.5'') tendon typesUsed for 15 mm(0.6'') tendon types
ZPE-23FJ
I79011620047.1230488235-1
6-1
ZPE-30
III720140250
58.32320549285-1
6-1
ZPE-3
III475200160
103.6500483475-25-36-2
ZPE-60
III615180250
126.4632500745-2
to 5-46-26-3
ZPE-7A
III690280160
203.61,0645231155-65-76-4
ZPE-12St2
II550310100
309.41,8505981515-12
6-66-7
ZPE-200
III960315300
325.72,0006143055-12
6-66-7
ZPE-19
II750390100
500.32,9005802945-185-196-12
Z P E - 4 6 0 / 3 1
II580485100804
4,6605804355-225-316-186-19
ZPE-500
III1,000550200
894.65,000559
1,0645-225-316-18
to 6-22
ZPE-750
II1,185520150
1,247.007,500601
1,1005-315-376-31
ZPE-1000
III1,200790200
1,809.5010,000
5532,2905-37
to 5-556-31
to 6-43
ZPE-1250
II1,290620150
2,168.0012,500
5771,7305-37
to 5-556-31
to 6-55
VSL
12
BBonded Slab Post - Tensioning SystemStressing Anchorage VSL Type SO
Dimensions of Ducts
Type
SO 5-4SO 6-4
A
306330
B
144168
C
250280
D
96115
E
6575
F
103127
H1)
K-30K-30
J
7575
Kmin
110120
Lmin2)
1.5 x K1.5 x K
M
1012
N
1416
X
370400
Steel Duct
PolyethyleneDuctPT-PLUST M
Tendon unit
5-4
6-45-4
6-4
h
18
21
H
21
35
b
72
72
B
75
86
s
0.3
2.0
Dimensions in mm.
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 20 MPa (cube), 16 MPa (cylinder), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.
1) Use actual K when calculating H. 2) L shall be the maximum permitted by the slab thickness and cover, whereas Lmin = 1.5 x K.
VSL
13
BBonded Slab Post - Tensioning SystemDead-End Anchorages VSL Type H and Type P
Type
H 5-4H 6-4
A
310
B
7090
C
930950
Type H
Type
H 5-4H 6-4
D
230
2E
6580
F
360430
Type P
Type
SK 5-4
G
408
H
150
J
140
K
170
Coupler VSL Type SK
Dimensions in mm.Dimensions are valid for nominal concrete strength: 20 MPa (cube), 16 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Dimensions in mm.Dimensions are valid for nominal concrete strength: 20 MPa (cube), 16 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Dimensions in mm.Dimensions are valid for nominal concrete strength: 20 MPa (cube), 16 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
VSL
14
BBonded Slab Post - Tensioning System
Jack Type
ZPE-23FJ
DKP-5DKP-6
Tendon unit
5-4
6-45-46-4
A (mm)
1,100
1,1001,0001,200
B (mm)
260
260260400
C (mm)
280
300270300
Stressing Jack Clearance Requirements
Jack Type
A (mm)B (mm)C (mm)D (mm)Stroke (mm)Piston area (cm2)Capacity (kN)Pressure (bar)Weight (kg)
ZPE-23FJ
790116
19520047.10
23048823
DKP-5
56016210515020031.03
14747319
DKP-6
61524084
16520049.26
23046730
Stressing Jack Data
VSL
15
MMonostrand Post - Tensioning SystemStressing Anchorage VSL Type S-6
Dead-End Anchorage VSL Type SF-6
Coupler VSL Type SK-6
* for 20-mm cover, to be adjusted for other values as needed.
Dimensions in mm.Dimensions are valid for nominal concrete strength: 24 MPa (cube), 20 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Dimensions in mm.Dimensions are valid for nominal concrete strength: 24 MPa (cube), 20 MPa (cylinder), at the time of stres-sing,for a maximum stressing force of 80% of the tendon breaking load.
Dimensions in mm.Dimensions are valid for nominal concrete strength: 24 MPa (cube), 20 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
VSL
16
EExternal Post - Tensioning System Stressing Anchorage VSL Type E
6-16-26-36-46-7
6-126-19 1)6-226-31 1)6-37 1)
A
80120150170220300370400470520
B
1850566584
118150172192215
C
10152525354555607580
D
539095
110135170200220260280
E
50505055607595
100120135
F
8080808590
105125130150165
G
100145185215290380480520620680
H
100150150200250330420420520585
I
8101012141618182022
K
50505050505560606565
L 2)
2.53.53.54.55.56.57.57.58.59.5
Mmin
70190190190190370530650690830
N P
DimensionsTendon Unit
Stressing Anchorage VSL Type Ec
6-36-46-7
6-126-196-226-316-37
A
135150190250310340390430
B
95110135170200220260280
C
657796
115135135165175
D
100115145190235255295320
E
125155170245305365350450
F
5055607595
100120135
G
808590
105125130150165
H
5060556065677080
L 1)
34567889
M
160200250330400430510550
N
145210260345440480540605
O
1012141618182222
P
4550505560606565
Dimensions
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
1) L: number of spiral turns.
Tendon Unit
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
1) Bearing plate also made of cast iron. 2) L: number of spiral turns if the last spiral turn is welded, or L + 1 if the last spiral is opened.
VSL
Strand
Type 0.6
Strand
Type 0.6
17
EExternal Post - Tensioning System Stressing Anchorage VSL Type Ed
Stressing Anchorage VSL Type Edm
6-76-126-196-316-37
A
250310390430520
B
245305350450530
C
6065708090
D
175225275305320
E
95115145155183
F
7590
110125140
G
190235295320420
H
100115135160170
I
4545455555
J
345235540605745
K
1618222226
L
5560656580
M
330400510550640
N 1)
67899
Dimensions
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Special anchorage permitting easy tendon replacement. 1) N: number of spiral turns.
Tendon Unit
6-16-26-36-46-7
6-126-196-226-316-37
A
80120150170220300370400470520
BMIN
35155155145145325485605635775
C
10152525354555607580
I
35353545454545455555
M N P
DimensionsTendon Unit
Dimensions in mm.Dimensions are valid for:
Nominal concrete strength: 28 MPa (cube), 23 MPa (cylinder), at the time of stressing,for a maximum stressing force of 80% of the tendon breaking load.
Special anchorage permitting easy tendon replacement.. Spirals: according to the dimensions of the opening at the anchorage.
VSL
Strand
Type 0.6
Strand
Type 0.6
GGround Anchors
VSL Temporary Anchors (K2 and K3)
Numberof strands
13 mm(0.5)
Ultimatecapacity basedon 0.5S strand
(kN)
Weightof
strands
(kg / m)
Cross -sectional
area
(mm2)347
1219
558744
1,3022,2323,534
2.43.15.59.4
14.9
300400700
1,2001,900
Type K2(mm)
Type K3(mm)
83839099
119
4848647484
Max. diameter of anchorswith or without post-injection
Data for anchors with higher capacity on request K2: with external spacer for thick grout cover. K3: without external spacer.
VSL Permanent Anchors (K1)
Numberof strands
13 mm(0.5)
Ultimatecapacity basedon 0.5S strand
(kN)
Weightof
strands
(kg / m)
Cross -sectional
area
(mm2)347
1219
558744
1,3022,2323,534
2.43.15.59.4
14.9
300400700
1,2001,900
GAwithout Pi
(mm)
RA without Pi, GA with Pi
(mm)
GAwith Pi(mm)
858595
115125
9090
100120130
9595
105125135
Diameter Anchor
Data for anchors with higher capacity on request Dimensions are same for ASTM A 416 strands, with respective ultimate capacity.
Drill hole diameter is approx. 20 mm bigger than anchor diameter, but need to be confirmed by localdrilling company. For dimensions of anchorages and other data please contact your local VSL office.
- K1 : Permanent Anchor.- GA: Ground Anchor.- RA: Rock Anchor.- Pi : Post-Injection.
VSL Extractable Anchors (extractability of free length)
Numberof strands
15 mm(0.6)
Ultimatecapacity basedon 0.6S strand
(kN)
Testload
(kN)
Weightof
strands
(kg / m)234567
379568758948
1,1371,327
323485647808970
1,132
2.43.54.75.97.18.2
Cross -sectional
area
(mm2)300450600750900
1,050
Max.diameterof anchor
(mm2)90909090
100100
Data for anchors with higher capacity on request Dimensions are same for ASTM A 416 strands, with respective ultimate capacity. Drill hole diameter is approx. 20 mm bigger than anchor diameter, but need to be confirmed by local drilling company.
For dimensions of anchorages and other data please contact your local VSL office. Please note reduced strands ultimate capacity to permit extractability.
18
VSL