VSL Data Sheets US

VSL MULTISTRAND SYSTEMS:

Strand and Tendon PropertiesStrand PropertiesStrand TypeNominal diameter Nominal area Nominal weight/mass Tensile strength Min. breaking load Youngs modulus Relaxation inch inch2 lbs/ft ksi kips ksi %

0.5 (13 mm)

0.6 (15 mm)

0.5 0.6 0.153 0.217 0.53 0.74 270 270 41.3 58.6 approx. 28,500 max 2.5

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Tendon Properties

Strands Type 0.5 (270 ksi)Number of Strands Per Tendon 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Area of tendon inch2 0.15 0.31 0.46 0.61 0.77 0.92 1.07 1.22 1.38 1.53 1.68 1.84 1.99 2.14 2.30 2.45 2.60 2.75 2.91 3.06 3.21 3.37 3.52 3.67 3.83 3.98 4.13 4.28 4.44 4.59 4.74 4.90 5.05 5.20 5.36 5.51 5.66 5.81 5.97 6.12 6.27 6.43 6.58 6.73 6.89 7.04 7.19 7.35 7.50 7.65 7.80 7.96 8.11 8.26 8.42 Min breaking load kips 41.3 82.6 123.9 165.2 206.5 247.8 289.1 330.4 371.7 413.0 454.3 495.6 536.9 578.2 619.5 660.8 702.1 743.4 784.7 826.0 867.3 908.6 949.9 991.2 1032.5 1073.8 1115.1 1156.4 1197.7 1239.0 1280.3 1321.6 1362.9 1404.2 1445.5 1486.8 1528.1 1569.4 1610.7 1652.0 1693.3 1734.6 1775.9 1817.2 1858.5 1899.8 1941.1 1982.4 2023.7 2065.0 2106.3 2147.6 2188.9 2230.2 2271.5

Strands Type 0.6 (270 ksi)Number of Strands Per Tendon 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Area of tendon inch2 0.22 0.43 0.65 0.87 1.09 1.30 1.52 1.74 1.95 2.17 2.39 2.60 2.82 3.03 3.26 3.47 3.69 3.91 4.12 4.34 4.56 4.78 4.99 5.21 5.43 5.64 5.86 6.08 6.29 6.51 6.73 6.94 7.16 7.38 7.60 7.81 8.03 8.25 8.46 8.68 8.90 9.11 9.33 9.55 9.77 9.98 10.20 10.42 10.63 10.85 11.07 11.28 11.50 11.72 11.94 Min breaking load kips 58.6 117.2 175.8 234.4 293.0 351.6 410.2 468.8 527.4 586.0 644.6 703.2 761.8 820.4 879.0 937.6 996.2 1054.8 1113.4 1172.0 1230.6 1289.2 1347.8 1406.4 1465.0 1523.6 1582.2 1640.8 1699.4 1758.0 1816.6 1875.2 1933.8 1992.4 2051.0 2109.6 2168.2 2226.8 2285.4 2344.0 2402.6 2461.2 2519.8 2578.4 2637.0 2695.6 2754.2 2812.8 2871.4 2930.0 2988.6 3047.2 3105.8 3164.4 3223.0

VSL US Technical Data and Dimensions Strand and Tendon Properties 0308 VStructural, LLC


Type ECI Stressing Anchorage

Dimensions (Inches) Tendon Unit 6-7 6-7 6-12 6-12 6-19 6-19 fci (psi) 3500 5500 3500 5500 3500 5500 A 8.54 8.54 9.88 9.88 B C D E F PT+ Duct 2.87 2.87 3.58 3.58 4.57 4.57 F Steel Duct 2.88 2.88 3.24 3.24 4.10 4.10 F SCH 40 Pipe 3.00 3.00 3.50 3.50 4.50 4.50 G H K PT+ Duct K Steel Duct K SCH 40 Pipe L #4 #4 #5 #4 #5 #5 n 6.50 6.50 7.00 7.00 11.50 10.50 P 3.00 3.00 3.00 3.00 2.00 2.00 Q 7.40 7.40 8.66 8.66 10.24 10.24 R 4.17 4.17 4.90 4.90 5.63 5.63 X 13.00 13.00 15.00 15.00 19.00 17.00

6.69 2.37 5.33 3.31 6.69 2.37 5.33 3.31 8.66 3.00 6.85 4.62 8.66 3.00 6.85 4.62

11.00 12.00 11.00 12.00 13.00 14.00 13.00 13.50 17.00 19.00 15.00 17.00

No Trumpet on 6-7 No Trumpet on 6-12 15.19 15.19 12.09 12.09 9.29 9.29

11.42 6.91 3.75 8.13 5.90 11.42 6.91 3.75 8.13 5.90

Notes: Anchorage spacings are in accordance with test requirement of AASHTO (The Special Anchorage Device Acceptance Test Procedure, AASHTO 2000). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: fci (psi) is the nominal minimum concrete cylinder strength at the time of stressing. Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa) and 5,500 psi (38 MPa) respectively. Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Yield strength of spiral reinforcement: Grade 60 (400 MPa). Tie one and one-half turns of spiral at both ends. Additional orthogonal reinforcement may be required in the local anchorage zone as determined by design. Spirals may be replaced by suitable orthogonal reinforcement. Information for other concrete strengths and conditions is available from your local VSL Representative. Spiral reinforcement shall be centered on the anchorage assembly and be placed directly behind the bearing plate as indicated above.VSL US Technical Data and Dimensions ECI Multistrand 1207 VStructural, LLC

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Multistrand Post-TensioningStressing Anchorage VSL Type ES

VSL

K (super) ~1.25" C K (std) H G A

D

E

Spiral reinforcement L x n turns (pitch = H/n)

J

X = Anchorage spacing XR = Clearence to edge XR = 1 X + required cover of 2 spiral reinforcing

B

Drawings not to scale

Tendon UnitA 5-12 5-19 5-31 5-43 5-55 6-7 6-12 6-19 6-22 6-31 6-37 8.74 10.16 12.60 15.35 16.54 8.74 10.16 11.81 12.60 15.35 16.54 Strand Type 0.5'' B 2.36 3.15 3.94 4.72 5.12 2.36 3.15 3.54 3.94 4.72 5.12 C 2.38 3.00 4.00 5.20 5.50 2.38 3.25 3.75 4.00 5.20 5.50 D 6.00 7.00 9.00 11.10 12.00 6.00 7.00 8.25 9.00 11.10 12.00 E 4.06 5.13 6.59 8.57 9.01 4.06 5.13 5.88 6.59 8.57 9.01

Dimensions InchesG 10.50 13.75 18.00 21.75 24.75 10.50 13.75 17.00 18.00 21.75 24.75 H 10.00 14.00 18.00 20.00 22.50 10.00 14.00 18.00 18.00 20.00 22.50 J 4.33 4.82 5.91 7.24 7.80 4.33 4.82 5.61 5.91 7.24 7.80 K(std)

K(super)

L #4 #5 #5 #5 #6 #4 #5 #5 #5 #5 #6

n 5 7 9 10 10 5 7 9 9 10 10

X 12.50 15.75 20.50 23.75 26.75 12.50 15.75 19.00 20.50 23.75 26.75

13.00 16.93 19.69 28.75 27.55 13.00 16.93 19.69 19.69 28.75 27.55

16.38 20.22 23.86 NA NA 16.38 20.22 22.13 23.86 NA NA

Strand Type 0.6''

Other sizes available on request Anchorage spacings are in accordance with test requirements of FIP (Recommendations for Acceptance of Post-Tensioning Systems: March 1992). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4,000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Yield strength of spiral reinforcement: Grade 60 (400 MPa).

Subject to modification Additional orthogonal reinforcement may be required in the local anchorage zone as determined by design. Spirals may be replaced by suitable orthogonal reinforcement. Information for other concrete strengths and conditions are available from your local VSL Representative. Spiral reinforcement shall be centered on the anchorage assembly and be placed directly behind the bearing plate.

VSL/DSUS_Multi_SA_ES

1M 5/02 VStructural, LLC

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2

Multistrand Post-TensioningStressing Anchorage VSL Type EC

VSL

~1.25" C B

H

G A

D

E

F

A



Tendon UnitA Strand Type 0.5'' 5-7 5-12 5-19 5-27 5-31 6.50 8.88 11.00 12.38 14.00 B 5.25 7.06 10.25 13.63 13.63 C 2.38 2.38 3.00 4.00 4.00 D 4.50 6.00 7.00 9.00 9.00

Dimensions InchesE 2.91 4.31 5.56 7.00 7.00 F 2.50 3.13 3.75 4.75 4.75 G 9.00 11.75 15.00 18.00 19.00 H 12.00 16.00 18.00 18.00 20.25 L #4 #4 #5 #6 #6 n 6 8 8 8 9 X 9.50 12.50 15.75 18.75 20.00

Other sizes available on request Anchorage spacings are in accordance with test requirements of FIP (Recommendations for Acceptance of Post-Tensioning Systems: March 1992). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4,000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength.

Subject to modification Yield strength of spiral reinforcement: Grade 60 (400 MPa). Spirals may be replaced by suitable orthogonal reinforcement. Information for other concrete strengths and conditions are available from your local VSL Representative. Spiral reinforcement shall be centered on the anchorage assembly and be placed directly behind the bearing plate. Additional orthogonal reinforcement may be required in the local anchorage zone as determined by design.

VSL/DSUS_Multi_SA_EC


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3


Type E Stressing AnchorageStressing Anchorage VSL Type E~1.25" C F H G A

D

E

B


X = Anchorage spacing XR = Clearance to edge XR =1 2X

+ required cover of spiral reinforcing

Bearing Plate (Steel)

Grout Hose Duct

Dimensions (Inches) Tendon Unit 5-1 5-3 5-4 5-7 5-12 5-19 5-22 5-31 5-37 5-43 5-55 6-1 6-2 6-3 6-4 6-7 6-12 6-19 6-22 6-31 6-37 6-43 6-55 A 2.76 4.53 5.12 6.89 9.06 11.42 12.40 14.57 15.94 17.32 19.69 2.95 4.33 5.31 6.30 8.07 10.63 13.39 14.57 17.13 18.90 20.47 22.83 B 0.59 0.79 0.79 0.98 1.38 1.57 1.77 2.17 2.36 2.36 2.76 0.59 0.59 0.79 0.98 1.38 1.57 1.97 2.17 2.56 2.76 2.95 3.54 C D E F 2.76 7.48 7.48 7.48 14.57 18.50 18.90 21.65 22.44 26.77 26.77 2.76 7.48 7.48 7.48 11.42 18.11 23.23 27.17 27.17 32.68 37.40 37.40 G 3.15 5.12 6.30 8.07 11.22 14.37 15.55 18.50 20.08 21.65 24.41 3.15 5.12 6.30 7.48 10.24 13.58 17.32 18.50 22.05 24.02 25.59 29.13 H 3.54 5.91 5.91 7.87 9.84 11.81 14.17 15.75 16.54 18.90 21.26 3.54 5.91 5.91 7.87 9.84 11.81 13.78 15.75 18.90 21.26 25.20 24.80 J 0.98 1.57 1.77 2.17 2.56 3.15 3.35 3.94 4.72 5.12 5.51 1.18 1.77 1.77 1.97 2.36 3.15 3.74 4.33 5.12 5.51 5.91 6.69 J 2) 1.18 1.17 1.97 2.36 2.83 3.43 3.62 4.21 5.00 5.39 5.91 1.38 1.97 1.97 2.17 2.64 3.43 4.02 4.61 5.39 5.91 6.30 7.09 L #3 #4 #4 #4 #4 #5 #6 #5 #7 #7 #7 #3 #4 #4 #4 #4 #5 #5 #6 #7 #7 #8 #8 n 2 3 3 4 5 6 6 8 7 8 9 2 3 3 4 5 6 9 8 8 9 8 9 X 3.54 6.10 7.09 9.25 12.01 15.16 16.34 19.29 21.06 22.83 25.79 4.13 5.91 7.28 8.27 11.02 14.37 18.11 19.49 23.23 25.20 27.17 30.71

0.5 Strand

Trumpet Anchor Head

1.77 1.65 0.59 1.97 3.54 1.97 1.97 3.74 2.17 2.17 4.33 2.91 2.36 5.91 4.09 2.95 7.09 5.31 3.35 7.48 5.91 3.74 9.06 6.77 4.13 9.45 7.40 4.33 10.24 8.50 5.12 11.42 9.06 1.97 1.97 1.97 2.17 2.36 2.95 3.74 3.94 4.72 5.31 5.71 6.30 2.09 3.54 3.74 4.33 5.31 6.69 7.87 8.66 10.24 11.02 11.81 13.39 0.71 1.97 2.20 2.56 3.31 4.65 5.91 6.77 7.56 8.46 9.69 10.04

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0.6 Strand

Notes: Other sizes available on request. Anchorage spacings are in accordance with test requirements of FIP (Recommendations for Acceptance of Post-Tensioning Systems: March 1992). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: Nominal minimum concrete cylinder strength at 28 days: 4000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Yield strength of spiral reinforcement: Grade 60 (400 MPa). Information for other concrete strength and conditions are available from your local VSL Representative. Large bearing plates are available where bearing stress is arbitrarily limited to 3,000 psi (21 MPa) with the tendon locked off at 70% Guaranteed Ultimate Tensile Strength. Spiral reinforcement shall be centered on the anchorage assembly and be placed directly behind the bearing plate. Additional orthogonal reinforcement may be required in the local anchorage zone as determined by design.VSL US Technical Data and Dimensions E Multistrand 0308 VStructural, LLC

A


Type K Coupler

Dimensions (Inches) Tendon Unit 5-3 5-7 5-12 5-19 5-22 5-31 5-37 5-42 5-55 6-2 6-3 6-4 6-7 6-12 6-19 6-22 6-31 6-37 A 16.93 21.65 25.59 29.13 32.68 44.88 51.97 50.79 53.94 14.96 19.29 20.47 24.80 28.74 33.86 36.61 42.91 54.72 B 5.51 5.51 5.51 5.51 5.51 5.51 7.09 7.09 7.87 5.91 6.30 6.30 6.30 6.30 6.30 6.30 7.09 7.87 C 1.57 2.36 2.36 3.15 3.54 3.54 4.72 5.12 5.91 1.18 2.36 2.36 2.76 3.15 3.54 3.54 5.12 5.12 D 5.12 6.69 7.87 9.45 10.24 13.78 15.35 15.55 16.54 5.51 5.91 6.30 7.48 9.45 11.02 12.20 14.17 16.93

0.5 Strand

0.6 Strand

Grout Hose Coupling Head K Trumpet

Bearing Plate Type EC, ES or E Duct

Notes: Tension ring required as shown. Refer to applicable systems data sheet for bearing plate data and dimensions. Use of couplers requires special procedures and detailing. Contact your local VSL Representative.

Tension Ring

Compression Fittings

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Type T Dead-End Anchorage

C

G B


Tension Ring

X = Anchorage spacing XR = Clearance to edge XR = X + required cover of spiral reinforcing

Dimensions (Inches) Tendon Unit 0.5 Strand 5-12 5-19 5-31 6-7 6-12 6-19 A 6.60 11.00 16.00 6.75 6.75 9.00 B 8.80 11.00 11.00 6.75 6.00 11.25 C 36.00 36.00 36.00 36.00 36.00 36.00 G 11.75 15.00 19.00 X 12.50 15.75 20.00 12.50 15.75 20.00

0.6 Strand

Notes:Grout Hose Tension Ring

Anchorage spacings are in accordance with test requirement of AASHTO (The Special Anchorage Device Acceptance Test Procedure, AASHTO 2000). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning.

Duct

Dimensions are valid for:

Seal Type T Anchorage

Nominal minimum concrete cylinder strength at 28 days: 4000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Information for other concrete strength and conditions are available from your local VSL Representative.

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A


Type Z Intermediate AnchorageStressing Jack Stressing Jack Curved stressing chair VSL Type Z Anchorage Curved stressing chair

VSL Type Z Anchorage

VSL Type Z Anchorage

D

C

Tendon #2 Curved stressing chair Tendon #2 Tension Ring Tension Ring

F+L F+L G+L G+L B

B

Tendon #1 Tendon #1

C

HTendon #2 Tendon #2

F+L G+L

L E Elongation of tendon #2 = = C/2 + required cover B Tendon #1 E = C/2 + required cover

C

L = Elongation of tendon #2

H

H

Stressing Jack

D

E

E

Tendon #2

A

Tendon #1

Dimensions (Inches)#2

Tendon Unit 5-2 1) 5-4 1) 5-6 5-8 5-12 5-22 6-2 1) 6-4 1) 6-6 6-12 6-22

A 5.12 6.30 7.87 8.62 11.02 13.78 5.51 6.69 8.27 11.81 15.75

B 2.36 2.76 3.54 4.12 5.51 6.69 2.76 3.15 3.94 6.30 7.48

C 3.15 3.54 5.12 4.50 5.51 7.87 3.54 3.94 5.51 6.30 9.84

D 2.36 2.56 3.35 3.00 3.54 4.72 2.56 2.76 3.54 3.94 5.71

F2 15.75 19.69 23.62 29.50 39.37 57.09 17.72 35.43 39.37 53.15 59.06

G2 22.05 28.35 35.04 46.38 56.69 81.50 24.41 44.49 51.97 75.20 90.16

H 6.69 7.87 9.45 10.25 12.60 15.35 7.09 8.27 9.84 13.39 17.32

0.5 Strand

0.6 Strand

Notes:Grout Hose Tension Ring with Anchors Duct

Tension ring required on #2 side of the anchorage. Blockout dimensions dependent upon the shape of the concrete surface and the tendon elongation. The values stated apply for surfaces which are not curved.

Anchor Head Type Z

Retainer Plate

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Multistrand Post-TensioningDead-End Anchorage VSL Type L

VSL

R

Hairpin bar reinforcement

Tendon UnitStrand Type 0.5'' 5-7 5-12 5-19 5-31 2.62 3.50 3.94 5.75

Dimensions InchesA Internal A External 2.88 3.75 4.19 6.00 R min. 24.00 36.00 36.00 36.00Subject to modification Yield strength of spiral reinforcement: Grade 60 (400 MPa). Custom size VSL Loops are available. Information for other concrete strengths and conditions are available from your local VSL Representative. Simultaneous stressing of both tendon ends is necessary.

Other sizes available on request For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4,000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength.

A

VSL/DSUS_Multi_DEA_L


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8


Type AF Dead-End AnchorageF

G2nd injection

Overflow of 1st. injection

H

K

1st. injection

M

C

D

L

E

X = Anchorage spacing XR = Clearance to edge

ASpiral reinforcement L x n turns (pitch = H/n)

Dimensions (Inches) Tendon Unit 0.6 Strand 6-12 6-19 6-31 A 10.43 12.40 14.76 C 2.36 2.36 2.36 D 18.11 18.11 25.98 E 3.54 3.54 3.54 F Int. 3.74 4.72 5.91 F (2) Ext. 4.02 5.00 6.18 G 14.96 18.90 24.41 H 17.72 21.26 25.98 K 27.56 27.56 35.43 L #5 #6 #7 n 9.00 9.00 12.00 M 2.36 2.36 3.15 X 16.00 20.00 26.00

Duct

Notes: Anchorage spacings are in accordance with test requirement of AASHTO (The Special Anchorage Device Acceptance Test Procedure, AASHTO 2000). For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions are valid for: Nominal minimum concrete cylinder strength at 28 days: 4000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 3,500 psi (24 MPa). Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Yield strength of spiral reinforcement: Grade 60 (400 MPa). Spirals may be replaced by suitable orthogonal reinforcement. Information for other concrete strength and conditions are available from your local VSL Representative.

Cover Plate

Trumpet

Strand

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PT-Plus Duct

Ducts PT-Plus System

Polypropylene (PP) Plastic Duct

Ducts PTPlus System

www.vsl.net 888-489-2687ED

G0.88

H

Grout/vent connection

C

B

A

Type 59mm 76mm 100mm 115mm 130mm 150mm

Unit 0.6 6-7 6-12 6-19 / 22 6-27 6-31 / 37 6-43 / 55 A 2.28 2.99 3.94 4.53 5.12 5.91 B 2.48 3.19 4.17 4.76 5.35 6.18 C 2.87 3.58 4.57 5.16 5.75 6.57

Dimensions (Inches) D 0.10 0.10 0.12 0.12 0.12 0.14 E 1.65 2.00 2.00 2.36 2.00 2.36 F 3.23 3.94 4.84 5.43 6.14 6.89 G 4.25 4.57 4.96 5.00 5.47 4.96 H 4.17 4.88 5.79 5.83 6.97 7.28

Eccentricity of the Center of Gravity of Strands

Duct 59mm 76mm 100mm 100mm 115mm 130mm 130mm 150mm 150mm

System 6-7 6-12 6-19 6-22 6-27 6-31 6-37 6-43 6-55

Eccentricity 0.36 0.48 0.72 0.57 0.75 0.99 0.77 1.11 0.72

Offset 1 0.88 1.11 1.37 1.51 1.63 1.73 1.95 1.99 2.37

Offset 2 1.60 2.08 2.81 2.66 3.13 3.71 3.48 4.20 3.82

VSL US Technical Data and Dimensions Multistrand Duct 0708 VStructural, LLC

F

1.5

Multistrand Post-TensioningStrand proje ction B

VSL

Block Out Dimensions and Clearance Requirement

Concrete cover according to applicable standard

B

A

A

D

E

C

E

Jack TypeZPE-23FJ ZPE-30 ZPE-3 ZPE-60 ZPE-7A ZPE-12St2 ZPE-200 ZPE-19 ZPE-460/31 ZPE-500 ZPE-750 ZPE-1000 ZPE-1250

A min.1.18 1.18 1.18 1.18 1.97 1.97 1.97 2.36 3.15 3.15 3.15 3.54

B 12.00 24.00 22.00 26.00 32.00 28.00 44.00 34.00 28.00 46.00 54.00 52.00 54.00

C 47.25 43.50 39.50 43.50 47.25 51.25 82.75 59.25 59.25 78.75 90.75 86.75 88.75

D 4.57 5.51 7.87 7.09 11.81 12.20 12.99 15.35 19.09 23.03 22.44 31.10 25.98

E 3.50 4.00 6.00 5.50 8.00 8.00 8.25 10.00 12.00 13.00 14.50 17.75 14.75

Dimensions in inches.

VSL/DSUS_Multi_Block/Clear+


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Multistrand Post-TensioningStressing Jack Data

VSL

Type I (ZPE-23FJ)

Type II (ZPE-19)

Type III (ZPE-500)

DesignationType Length (in) Diameter (in) Stroke (in) Piston area (in^2) Capacity (kips) Pressure (psi) Weight (lb) Used for 13 mm (0.5'') tendon types Used for 15 mm (0.6'') tendon types

ZPE-23FJ

ZPE-30

ZPE-3

ZPE-60

ZPE-7A

ZPE-12St2 ZPE-200

ZPE-19

ZPE-460/31 ZPE-500

ZPE-750

ZPE-1000

I 31.10 4.57 7.87 7.30 52 7078 51 5-1 6-1

III 28.35 5.51 9.84 9.04 72 7963 62 5-1 6-1

III 18.70 7.87 6.30 16.06 112 7005 104 5-2, 5-3 6-2

III

III

II

III

II 29.53 15.35 3.94 77.55 652 8412 648 5-18 5-19 6-12

II 22.83 19.09 3.94 124.62 1048 8412 959 5-22 5-31 6-18, 6-19

III 39.37 21.65 7.87 138.66 1124 8108 2346 5-22 5-31 6-18 to 6-22

II 46.65 20.47 5.91 193.29 1686 8717 2425 5-31 5-37 6-31

III 47.24 31.10 7.87 280.47 2248 8021 5049 5-37 to 5-55 6-31 to 6-43

24.21 27.17 21.65 37.80 7.09 11.02 12.20 12.40 9.84 6.30 3.94 11.81 19.59 31.56 47.96 50.48 142 239 416 450 7252 7585 8673 8905 163 254 333 672 5-2 5-6, 5-7 5-12 5-12 to 5-4 6-2, 6-3 6-4 6-6, 6-7 6-6, 6-7

Other sizes available on request

VSL/DSUS_Multi_Jacks


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Bonded Slab Post-TensioningStressing Anchorage VSL Type SOGrout tube Wedges Strands Flat duct

VSL

Trumpet Anchorage body

Recess former

EGrout tube


L min. F H J NGeneral slab reinforcement Detail of reinforcement

D

B

K min.

For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication "Detailing for Post-Tensioning" The arrangement shown . here is common for slabs in buildings.

M 90 250

C

A

Type6-41

A13.00

B6.62

C11.25

L

D4.90

E3.00

F5.00

H2K-1.2

J3.00

Kmin4.75

L min31.5 x K

M#4

N#5

X13.88

Other sizes available on request For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions in inches. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4,000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 80% of its nominal strength or 3,500 psi (24 MPa) whichever is less.

Subject to modification Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Information for other concrete strengths and conditions are available from your local VSL Representative. 1) Anchorage may be used with 0.5 (12.7 mm) or 6 (15.2 mm) strand. 2) Use actual K when calculating H. 3) L shall be the maximum permitted by the slab thickness and cover, whereas Lmm = 1.5 x K.

VSL/DSUS_Bonded_SA_SO


www.vsl.net 13

Bonded Slab Post-TensioningDimensions of Ductss

VSL

b B

Tendon unitPlastic duct PT-PLUSTM Plastic duct PT-PLUSTM Steel duct Dimensions in inches. 5-2, 6-2 5-4, 6-4 5-4, 6-4

h0.75 0.83 0.71

H1.18 1.38 0.83

H

h

b1.65 2.83 2.83

B2.09 3.39 2.95

s0.08 0.08 0.01

Coupler VSL Type SK

TypeSK 5-4 Dimensions in inches.

G16.06

H5.91

J5.51

K6.69

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/DSUS_Bonded_Duct/CoupSK


www.vsl.net 14

Bonded Slab Post-TensioningVSLAB + Stressing Anchorage

VSL

TypeVSLAB Dimensions in inches.

A5.12

B4.13

C3.27

D3.07

E4.02

F5.63

G4.72

H6.42

Dimensions are valid for nominal concrete strength: 3,000 psi (20 MPa) cylindrical strength, at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.

VSLAB + Intermediate Anchorage

1.65"3.35" Coupler

3.07" 13.19" 0.9" 2.75" Coupler Depth A

VSL/DSUS_Bonded_VSLAB


www.vsl.net 15

Bonded Slab Post-TensioningStressing Anchorage VSL Type SA

VSL

TypeSA5-4 SA5-5 SA6-4Other sizes available on request

A10.42 10.42 10.42

B3.70 3.70 3.70

C8.50 8.50 8.50

D9.75 9.75 9.75

E1.75 1.75 2.24

F1.96 1.96 2.64

G6.75 8.25 7.51

R4.33 4.33 4.33

Subject to modification Maximum prestressing force may be applied when concrete reaches a cylinder strength of 80% of its nominal strength or 3,000 psi (20 MPa) whichever is less. Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Information for other concrete strengths and conditions are available from your local VSL Representative.

For proper design and detailing of anchorage zones and related reinforcement, refer to the VSL Publication Detailing for Post-Tensioning. Dimensions in inches. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4,000 psi (28 MPa).

VSL/DSUS_Bonded_SA_SA


www.vsl.net 16

VSL BONDED SLAB POST-TENSIONING SYSTEMS:

Type N Stressing Anchorage

Dimensions (Inches) Type N 5-4 N 5-5 N 6-4 Vertical A 9.75 12.25 14.00 B 5 5 6 C 36 36 36

Grout Hose

Notes: Other sizes available on request. For proper design and detailing of anchorage zones and related reinforcements, refer to the VSL Publication Detailing for Post-Tensioning. Tension ring required. Dimensions are valid for: Nominal concrete cylinder strength at 28 days: 4000 psi (28 MPa). Maximum prestressing force may be applied when concrete reaches a cylinder strength of 80% of its nominal strength or 3,000 psi (20 MPa) whichever is less. Temporary overstressing to 80% of Guaranteed Ultimate Tensile Strength. Information for other concrete strength and conditions are available from your local VSL Representative.Flat Duct

Tension Ring

www.vsl.net 888-489-2687VSL US Technical Data and Dimensions N Bonded Slab 0308 VStructural, LLC

VSL MONOSTRAND POST-TENSIONING SYSTEMS:

Type S5N / S6N Anchorages

Anchorages

Dimensions (Inches) Type S5N S6N A 5.00 4.63 B 2.25 3.50 C 1.50 1.88

Standard Pocket Formers

VSL US Technical Data and Dimensions S5N / S6N Monostrand 0308 VStructural, LLC

Monostrand Post-TensioningStressing Anchorage VSL Type S-6*

VSL

TypeS-6

A4.13

B2.95

C4.33

D4.53

E0.91

F1.57

G0.79

H6.25

* for 0.79 cover, to be adjusted for other values as needed. Dimensions in inches. Dimensions are valid for nominal concrete strength: 3,000 psi (20 MPa), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.

Dead-End Anchorage VSL Type SF-6

TypeSF-6 Dimensions in inches.

A4.13

B2.95

C3.74

D4.53

E0.91

H6.25

Dimensions are valid for nominal concrete strength: 3,000 psi (20 MPa), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.VSL/DSUS_Mono_SA_S6/DEA_SF6 1M 5/02 VStructural, LLC

www.vsl.net 18

Monostrand Post-TensioningCoupler VSL Type SK-6

VSL

TypeSK-6 Dimensions in inches.

A4.13

B2.95

C4.33

D2.56

E4.53

F4.53

G6.25

Dimensions are valid for nominal concrete strength: 3,000 psi (20 MPa), at the time of stressing, for a maximum stressing force of 80% of the tendon breaking load.

VSL/DSUS_Mono_Coup_SK6


www.vsl.net 19

Monostrand Post-TensioningAnchorage VSL Type S5CP+

VSL

End Cap

Intermediate Cap

Pocket Former

Split Pocket Former

TypeCP+

A5.00

B2.25

C2.50

D15

E1.50

F2.5

G4

H2.5

I2.5

J2.81

VSL/DSUS_Mono_Anchor_S5CP+


www.vsl.net 21

Documents

VSL Data Sheets US