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VSL STRAND POST-TENSIONING SYSTEMS

Page 2�� Page 3

KEY BENEFITS OF POST-TENSIONING

Some of the recognised advantages of post-tensioning are:

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�� – the implementation of post-tensioning leads to increased crack control �� ! ��

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�� – the shorter construction periods together with a reduction in construction � � �� $� ��

Hodariyat Bridge, Abu Dhabi - 2009

Adnec Tower Abu Dhabi, U.A.E - 2009Mülimatt Sports Centre, Switzerland - 2009

This technical brochure, ’VSL Strand Post- Tensioning Systems‘, gives an overview of the �� of application and provides guidance to practising engineers in the design of post-tensioned structures using VSL post-tensioning systems. The current VSL post-tensioning systems are the result of more than 50 years of experience and continuous research and development. The information published in this brochure is subject to changes without notice.

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%&�� ' ��! � � �� (�� innovative conceptual designs and engineering �� !�� $� �� $� � � ��

%&�� $� � �� $�� ! �� )*� � �� +� � %&�� ! ��

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%&�� for our design and methods engineers to work ��

+� � ��(�� $� �� %&�(�� technical sales personnel are dedicated to �� (� needs and preparing customised solutions for �� 2 ��

%&�(�� ! �� !�� $� � �� $� � �� $��

%&�� ! � �� $� �� 3�� ! ��

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%&�(�� 4�� 5&/�6�� $�� $� !�� 7��%&�(�� $� �� $� �� !� �� 8 � %&�(�� $� �� !�� ! ��

%&�(�� 5&/�� 3 �� 8&9�;**<3� 5� �� 8&9�<=**<3� / !�� 9>&4&�<?**<3�> ��

VSL – A REPUTATION FOR EXCELLEN CE SINCE 1956

VSL - HISTORY OF THE GROUP

1956 - @�� %&��

1966 - 8 �� %&��A�� $�� 2 ��

1985 - '��(�� 1�� %&��6&� � �� . �� &� �� $�BC��$�&��D �� 7

1988 - E ! �� %&��"+�"�#&®��

1990 - %&�� F�� 0� �� $� �� F�� 1��$�� (�� $��!��

1993 - 8 � �� &� �� 0++�&�� &�4�� %&��1��

2008 - @�� %&��4� � ��$�� (��

2009 - '�� $�� %&�� %� ��$�1 ! $�&��D ��

2013 - 8 �� %&� ��

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8 � G**?$� %&�� %&�� 4� � ��$� � � �! �� +� � �� %&��4� � �� ! �� formalising and standardising the training of all post-tensioning foremen, supervisors and site ��

+� �%&��4� � ��!�� %&�$� �� training on post-tensioning mock-ups designed to cover all operational procedures and to train our � �� 8 � �� $� ��

"�� /�� 0�� ! � /�� + �� 4��! �� 6/+47$� �� 9 � � �� $�� 2 �� production control as well as independent and �� "�� specialist companies, ensuring a professional � �� (��

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and concrete strength 4�� /+41�*<I$�� as well as a whole range of tests for special �� $� � ��

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�� &� � �G�� !� �� people to supervisor level and site manager � ! ��

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�� ! �� - each component manufacturer is audited

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for independent testing and checking of their properties

+� � � ��!�� ! � �� /+4� �� placed on the market with a )��*+�+�� /�� (�� declaration demonstrating that the product meets �� ! ��

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& �� %&�� 4�� %&�(�� ! �� !�� !��

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+� � 0/� � �� /�� + �� 4��! �� 0/�� $� �� specialist post-tensioning companies provide the �� ! �� +��! �� the owners of the structures in which the post- � �� ! ��

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TRAINING: AT THE HEART OF STRONG PERFORMANCE

INTERNATIONAL POST-TENSIONING CERTIFICATION

VSL – PROVIDING STATE-OF-THE-ART POST-TENSIONING SYSTEMS

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. � �� ! �� !�� %&�(�� !� �� +� � �� 5&/� �� ! �� $�� 8 � �� products and services, it is also important to �� $��

+� � � �� conception, the working procedures and the � �� %&�(�� 4�� $�� ! ��3

<��.��

+� �� %&��

W��

+� � %&�� %&�� "+�"�#&®� �� $� �� !�� a leak-tight encapsulation of the tendon and � �� +� �� %&�(�� 6/8+7� �� ! � � �� +� �� %&�� $� �� <;?)�

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+� � � � �� %&�� 9�� %&�(�� !�� ! � � � ��

VSL PT-PLUS®� ��

+� � %&�� "+�"�#&® duct segmental coupler � �� ! �� G**N� �� prestressing in match-cast precast segmental structures to optimise the encapsulation at � �� 2�� 8�� is compressed during the joining of segments � � ��

+� � %&�� "+�"�#&® duct segmental coupler has the following design features: - complete encapsulation of the post-

tensioning tendons across segment joints ��

isolated tendons in precast segmental structures

�� D � �� ducting

�� segment joint at an angle

RESEARCH AND DEVELOPMENT HIGHLIGHTS "�� (��

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& �� <

& �� G

Short sleeve

0��

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"+�"�#&® duct

ENGINEERING SUPPORT

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'�� $�%&�� ! � �� $� �� !�� 2 ��$� �� ! � �� $� �� !�� 4�� ! �� %&�� !�� (��

8�� %&�� $� �� %&�(�� $� ��

/ �� 2 �� $� � � � �� $� � �� %&�(�� technical staff work with contractors, owners and engineers to evaluate schemes and determine �� %&�(�� + �� 0 �� 4�� 6&� � �� $� F ��$� 0� �7� �� /�� 6&��D �� &� � 7��!�� 0�� ! �� %&�(�� of information that takes place across the whole %&��M ��

%&�� !�� $� � � �� organisations and on committees such as those of �� and "+8� 6"��+ �� 8 �� 7�� 8 � �� $�%&�� is involved in the preparation of new standards, ��

Page 6�� Page 7

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Protection Level PL 1 PL 2

Stressing & Dead End Anchorage

VSLab S 6-1 PLUS

Dead End Anchorage

H P

Protection Level PL 1 PL 2 PL 3

Stressing & Dead End

Anchorage

GC E Sc

Coupler K

Dead End Anchorage

H P

AF L

Protection Level PL 2 PL 3

Stressing & Dead End

Anchorage

GC E

For special requirement of Protection Level 3, the VSL Electrically Isolated Tendons (EIT) are implemented

thin medium to large

Protection Level PL 2

Stressing & Dead End Anchorage S 6-1 Mono

VSL SLAB Post-Tensioning System VSL MULTISTRAND Post-Tensioning System Implemented for THIN structural elements, as: -� Building slabs -� Slabs on grade -� Bridge deck slabs (Transverse Tendons)

Implemented for structural elements of MEDIUM TO LARGE depth, as: -� Bridge girders -� Building beams -� Transfer plates -� Containment structures

Internal Bonded Tendons

External Bonded Tendons

Internal Bonded Tendons

Internal Unbonded Tendons

1. Structural depth

2. Structural Design

bonded

unbonded

3. Protection Level 2. Structural Design

internal

external

3. Protection Level

Electrically Isolated Tendons (EIT)

2) 3) 3)

"�� (� �� +� �� $�� $� �� $�� 6 �� 7� �� F�� 2�� 3�� $�� ! �� ! � �� !��

E �� $�� $�� ! �� %&�� ! ��

W�� (� ��

+� ��6�� L� 8 � � �� @ � � �� &�� 0� �� 7�F�� II�� ! ��6"�7�� post-tensioning tendons: PL 1: � �� !�� € � "��<�� ! �� $�� %&��>"8�� PL 2:� "��<�� ! �� $� �� ! �� !�� € � @�� $�"��G�� ! �$�� %&��"+�"�#&® ducts, which provide a leak-tight encapsulation of the tendon � �� %&��>"8��+�� $�� ! � � %&�� "�G$� �� !�� 6>E"/7� �� 6�� 7� �� D� � PL 3: � "��G�� € � "��I�� ! �� +� �%&��/� �� 8�� + �� 6/8+7�� %&��"+�"�#&®�� %&��>"8�� ! �� !�� ! � �� ! �$�"��I$� ��

+�� Filling

material

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A� ��

��

isolated 0�� steel duct

"+�"�#&® duct "/��

Protection6< level

"��< �6� 7I7 "��G "��I

M�� 3� <�� ! �� G�� I��+� �"+�"�#&®�� ! ��"��<$��

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. �� ! � �� !�� ! ��6"�7��!�� !�� 8 �� $�� "��

/! �� ! � �� !�� + �� <�I��F�� II� ��/M�G*O�<� (0� �� " ��<3�&� �� $�� $�� J��+�� !�� ! �� !�� +� �� ! �� ! �� ! �$�� !�� $� �� $� �� & ��F�� II�

DURABILITY OF POST-TENSIONING TENDONS THE VSL STRAND POST-TENSIONING SYSTEMS -

SOLUTIONS FOR ANY APPLICATION

%&�� ! � �� +� �� ! �� ! �!� �� $��

+� �� 3

[+�"��(��

+� �� 3 �� 6 �� 7� �� 6 �� 7�

\+��

+ �� $ �� $� ��

]+��.��

+� �� ! ��6"�7�

M�� 3 ‚� �� *�O€�� $� �� &�� $�� *�)€�

�� +� �/$�>� ��"� �� *�O€��*�)€�� '� ! �� *�O€� �� *�)€�� $� ��

<��8 � � �� ! ��"�G$� � � �� !��

G��@�� $�/$�K� �� ! �� ! ��"��I�

I��@�� $�� %&��/� �� =��&� �� ! �� @��

� �� (�� $�� L ��

�� ^�� "��

Page 8�� Page 9

VSL MONOSTRAND UNBONDED SLAB POST-TENSIONING SYSTEM +� �%&��A� �� *�O€� �� $� �� ! � � �� ! �� +� � �� !�� $� �� ! �� +� � �� $� �� / �� !�� $��

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��b![�c��

�� 4 �� @�� 4 �� # ��3�O�<

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%&��

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S 6-1 PLUS:

- Standard stressing anchorage for ��

�� 4 �� plastic trumpet

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�� !��

�� ;

- Standard stressing anchorage for ��

- Single anchor in cast iron and a plastic trumpet

�� #� �� # ��3�O�G��O�)

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- Standard dead-end anchorage ��

- Prestressing force is transferred �� 6��7

�� # �� O�<��O�)�

W��

�� #� �� structure at the far end of the tendon

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�� # �� O�<��O�)

For �� !�� ! � �� $�%&�� ! �� ! � �� ! �� @�� $� %&�� or an �� @�� %&�� ! �

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ƒ�� '�� "�� 6)��1�� 7�" � �<?

1 � ��D� �� $� � � ��

"��! ��

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��„�� operations and installation of jacks ƒ�� + �� 0� �� O��" � �+�)N

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+� ��

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&�� 2 �� ƒ�� + �� 0� �� O��" � �+�)N

"��

&� �� supports should not �� <�� radii of curvature 6†<*�7� ��*�)�� for small radii of ��! ��

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@�� O�)$�� ! � �� >� ��"�� D� �� 6�� 7� >�� ! �$�� D� �� 6� �� 7� ƒ�� E � �� >� ��"� �� ƒ�� 0� �� =�=�G�" � �+�)=

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Q�� ;

/� ! �� 3�.�� ‡�G�)� "� 3�.�� ‡�O�*� E�� ! �� 6&�� 7�� !�� $�� !��

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VSL BONDED AND UNBONDED SLAB POST-TENSIONING SYSTEM

VSL BONDED SLAB POST-TENSIONING SYSTEM +� �%&�� $� �� +� � �� ! � *�O€� �� &�� !�� 4�� $� ��

Q��

+� �� 6�� *�O€7� ��

Page 10�� Page 11

VSL INTERNAL MULTISTRAND POST- TENSIONING SYSTEM

@� �� #� ��

A�� %&��A�� $�� $� ��!�� &�� ! ��

�� ;

%&�� !�� $� �� 6� �� 7�� +�� $�� $�� @�� %&�� ! �

��_� ��`�� !��"

^)��

�� +� � �� %&�� multistrand applications

�� 0��

�� # �� O�I��O�))

��(��

%&�� working areas for all operations � � � ��

� ��h��*

Stressing jacks for multistrand tendons are � �� ƒ�� + �� 0� �� O��" � �+�)N

)��

=��

�� @��

�� 0 �� 10� ��/� �� 0��

�� head

�� # �� O�I��O�IN

+� � �� /� j/� is used for � �� 6 �� L�� 7� ƒ�� + �� " � �+�I*

�� !��

<��

�� +� � �� 6��7

�� # �� O�I��O�IN

%��

�� 4 �� ! �� tendons, where the prestressing �� structure at the lowest end of the tendon, when there is no access to the dead-end anchorage and �� concreting

�� # �� O�=��O�I<�

��

�� +� � �� 6��7� �� often used for vertical tendons � � � � �!�� J �� (� pier-head segments to piers in � ��

- Strands are installed into the duct after concreting and �� ends

�� # �� O�G��O�GG

W��

�� #� �� transferred to the structure at the far end of the tendon without access to the anchor

�� &��

�� # �� O�G��O�))�� +� ��! �� ! ��

�� 6�� $� �� $�� $� ��7

�� +� � ��

�� # �� O�<��O�))

��

"�� (�� ! ��

"��! ��

�� <**��

�� &�� (� ��

9 �� cases, in particular if tendons are left ungrouted during the winter season

)��(��

��„�� and installation of jacks ƒ�� + �� 0� �� O��" � �+�)N

Q��*!��

ƒ�� + �� D� �� ƒ�� E � �&� ��0� �� O��" � �+�)N

^�� d��

ƒ�� '�� "�� 6)��1�� 7�" � �<?

��!f��

��(��

ƒ�� Data Sheet

��!��

��

�� „�*�?�� O�N „�<�*��O�<G��O�GG�� „�<�)��O�GN��

J� �;�

+� �� ! �� .�� "+�"�#&®�� /�� ! �� @�� %&�� ! �

"��

&� �� ! � �� a function of the duct diameter: s is less �� <*�<G�� 6��‰�<*��<G��Š�$��7 Plastic half-shells are used to prevent "+�"�#&®�� installed in curved sections where .�‹�G��.��

# �� .min [-] [m]

O�<��O�I� G�)� O�=� I�*� O�N I�; O�<G )�< O�<)� )�N� O�<;� O�=� O�GG O�; O�GN N�N O�I< ?�G O�IN ;�* O�=I ;�N O�)) <<�*

��#�� (� ��

mFR pk 5.28.2min ≥⋅=

Fpk�„�� ŽAM +� �! �� .�� 6� �� ! �� ! �� 73�

22 11

+ planelevation RR

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ƒ�� Data Sheet

��i�� i�� i��

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Page 12�� Page 13

�� %&�� anchorage and tendon features to permit tendon �� ! �� 2�� @�� %&�� ! �

)�� (��

%&�� ! � � �� D� �� +� � "/� �� !� ��$� � � � ��

/�� 3 �� 10� �� 6 �� ! ��/� �� 7 �� "/�� 8 � � �� D� $��

�� "/�� /�� D� �� F � �� 0 � ��

+� � �� tensioning tendons runs outside of the concrete section and the tendons are anchored in ��

. �� 3 !� �� (� ��*��(��!��

��

� +� � � �� concrete section means that the thickness of �� D �� +��

!� )�� ('�� .��

� '�� section, concreting of the cross-sectional � �� +�� ! � ��

!� W��(��

� #� � �� !� ��

!� � �� (��

� /��

!� W�� (��

� /�� free length of the tendons during the service ��

4�� $� �� also include structural steel, composite steel- �� $��

+� �� 3 �� +� � %&��

��!�� $� �� +�� $� if designer ensures that there is enough �� completed structure to allow for replacement of ��

�� /�� !�� ! �� $� ��

�� E� �� $� �� (�� ! ��

�� ;

%&�� !�� 6�� 7� �� +��

"�� (�� ! �� (��

%&�� all operations related to post-tensioning

��!f��(��

ƒ�� E � �&� �

c�� [/� \�� ]

for the installation of stressing jack, the stressing operation and the replacement of �� 0� � �� %&�� ! � �� !��

^�� d��

ƒ�� '�� "�� 6)��1�� 7�" � �<?�

VSL EXTERNAL MULTISTRAND POST- TENSIONING SYSTEM

W��'��(��

8 �� $� �� $� �� $� �� !� �� $��! �� ! �� +� �� 3 �� 6@"7� �� ! �� 6�� ! �� 7� �� 6� !� ��

�� 7� �� 6'"7� �� ! ��

�� ! ��

"��^)��;� ��(��

��

�� +�� 10� �� ! �� %&��

�� 8�� # �� O�I��O�=I

For strengthening works, the �� $�� $�� # �� %&��/� �� O�<��O�))��@�� %&�� ! �

+� �!�� "/�� !� �� JE� ��(�� E� �� ! �� $� � !� ��

%��

4��

��#�� (� ��

+� �! �� .�� 6� �� ! �� ! �� 73�

22 11

+ planelevation RR

��#��

+� ��

Rmin Unit Deviator zone Anchorage zone [-] [m] [m]

6-3 - 6-7 2.0 3.0 6-12 2.5 3.5 6-15 3.0 4.0 6-19 3.0 4.0 6-22 3.5 4.0 6-27 3.5 4.5 6-31 4.0 4.7 6-37 4.0 5.0 6-43 4.5 5.5 6-55 5.0 6.0

"��

�� 3� � �� "/��

- in service: permanent supports � � � �� !� �� L�� <)�� <G��

��!��#�

$�$�

Page 14�� Page 15

VSL ELECTRICALLY ISOLATED TEND ,J��_�@"`

c�� (� �� +� � �� /8+� � �� !�� F�� 0.� � � �� $� �� 40� �� +� �� 6B7$�� 6�! �� 7� �� $�� 6�� $�! �� 7� �� F � �� $� �� 3 �� 9�� .�Ž� �� 0 � �� 0�Ž @ �� E�Ž�

+� �� 3 �� 6�� $�

.$�� ! �� 7 �� +�� E � �� 6�� $�� 2�� 7 �� M�� ! �� &� �� $��

itself depends on the water-cement ratio, the grade of ��

+� �� values to allow comparison and in order to set limiting values for acceptance criteria: ƒ�&� � �� .��„�.��Ž��

��

4�� $� �� !�� 6� �� 7� �� 2 �� 8�� ! �� $� � � � � � �� $� �� &�� JA �� .0�� ($�� &��@ � � ��>�� 4� ��64&+.47� ��&�� . �� 6&FF7�� G**N�

+� � �� /8+� � �� ! �� all involved parties are aware of the special considerations � �� 2 �� 6� �� $� �� $� �� $� � �� "+�� $� �� $�� 7��+� �� !�� ! � � �� 2 ��

+� � � �� ! ��

�� #��! ��

4��! �� "�‘��A �� ! �� &��D �� $�� %&��/8+� � �� +� �40� �� ! �� 4�� $� �� !�� a certain scatter, however the overall trend is an increase �� $�� 8 � �� J��. �� !�� +�� (� �� ! ��+�� ! �� $�� ! � �� 8�� ! ��

/8+� �� ! �� 3� �� 6�� 7�� $�� 6 �� 7�� 8 �� $� �� of the electrical impedance at the normal inspection intervals � �� ! �� ! ��&�� > � $� �� 6� �� 7� � ��

k��*��

8 �� $� �� of strands, stressing and grouting operations are � �� %&�� 6ƒ� � � �� '�� "�� 7�� " �� ! �� elements such as the insulation plate and the � �� / �� !��! � ��%&�� to coordinate works for the installation of the �� and allows discussion of special considerations ��

)��*��(��*! ��

4�� $�� /8+� � �� +�� 3 visual inspection of the complete installation a leak-tightness check using compressed air � �� 609G7

�� (�� W��];

%&�� 6/8+7� � �� ! �� "�� I$� � �� encapsulation for the tendon and corrosion protection against aggressive environments �� /8+�� !��

/� �� 2 �� $�� of the tendon encapsulation or for tendons that � � �� ! � !��

%&�� +� � � � �� E � �� /8+�� isolation of the tendon and for the monitoring of ��

% �� (��@"� ��

"� �� /8+� � �� &�� characteristics and related advantages are summarised as follows: - Full encapsulation of the tendon � ƒ� E�� /� �� ƒ� A� �� protection provided � ƒ� 5� �� &�� ƒ� E�� / � � �� ƒ� E��

�� ;

@�� /8+� � �� $�� %&��/�/8+� �� 6� �� O�<��O�))7��8 � �� $�� K� �� 6��7� �� ! �� "��I�� @�� %&�� ! ��

)�� (��@"� ��

+� � %&�� /8+� � �� 10� �� "+�"�#&® duct, featuring additional elements for the electrical isolation of the tendon and for the monitoring of �� 8 �� $�� 3 �� 10� �� 6� �� 7 �� 8 �� - Plastic trumpet �� "+�"�#&® duct with couplers - Protection cap with electrical connection �� F � �� 0 � ��

�� (��@"� ��

+� � � �� /8+� � �� D� � � � �� $� � �� 2 �� %&�� &� �� /8+� � ��

��

4� �� /8+� � �� electrical connections: �� + �� 6� �� $��

�� 7 �� 0 ��

� �� 3� %&�� ends of each tendon, in order to provide the ��

�� 0 �� ! � � � ��

"��

"� �� ! ��"+�"�#&® �� ! �� .�‹�G��.min &� �� ! � �� function of the duct diameter: s is less than or �� <*�<G� �� 6��‰�<*��<G��Ši,duct7

�@"�� &� ��(��

%&�� /8+� � �� ! �� +� � � � �� ! �� 4�� grouting, a plastic cap is threaded onto the grout vent to guarantee the full encapsulation of the � ��

VSL GC EIT anchorage: Units ranging from 6-3 to 6-43

Page 16�� Page 17

[+�� W��(��/� �� !f��(��

+� �� $�� D� �� %��_� ��`;

�� ! � �� $��

�� placed

�� ;

- are supported on tendon supports �� - are provided with grout vents ��!f��(�� ;

�� %&�� sheets

Q�(�� ;�8 �� D� $�� ! � � �� . �� !�� !�� !� ��

%( �� ;� �� "/� �� A�� 4� �� $�� !�� + �� +� � �� $� �� !� �� L�� <)�� <G��

SLAB TENDONS INTERNAL MULTISTRAND TENDONS EXTERNAL MULTISTRAND TENDONS

\+�"�� (��

+�� ! �� 3 G�<�� "�� !�� 6� ��

�� "+’� �� "+7 G�G�� "�� 6 ��

�� "+7 G�I�� 8 �� 6� �� $��

"+�� 7

Q�� ! �� of � ��!�� 6G�<7��+� �� E� � �� ! ��$� �� 4�� ! $� �� (� �� %&�� 6G�I7�� "� � �� ?� �� are ��(� ��

@�� $� the following procedures are used: W��! �� !�� 6G�<7�� @�� $�� "�� "+� �� ! �� "+� 4�� ! $�� the duct �� 6G�G7��+��

]+�� (� ��

+� � �� %&�� ! �� Stressing consists of the following steps: !� � ��[;�W��(� �� &� ��;�8��

�� !�� laitance

!� � ��\;�W�� (� ��h��*

!� � �� ];� � ��;� E�� $� �� manometer and the measured elongation of the tendons are recorded � � �� 4�� ! � �� $� %&�� !��

!� � ��l;�� (��;�F�� 2 ��$�� is transfered from the stressing jack to the anchorage

!� � �� m;� )� �� (� � �� ;� 9! �� ! ��

4 �� &�� !�� %&�� 2 �� +� � ��

l+�)��(��

8 �� $�� +� �� ! ��$� � � �� !�� 0 �� ! �� ! ��6� �� <*7��4�� $�� +� � �� applications, in order to ensure that the cavities in the anchorages have � �� $��

�� /� the anchorages � �� 4�� $� �� ! ��

?� �� feature a permanent �� +� � ��

For �� $� � �� used:

" �� + �� 6�� "��G��I�� ! �7� 6�� "��<�� ! �7

For �� $� �� permanent grout caps:

Permanent grout cap 6�� "��G��I�� ! �7

Q�� ;

+� � %&� �� features a pocket recess, which �� +� � �� to the trumpet, on which the grout � � �L��

?� �� ;

+� � &� O�<� A� �� feature a plastic pocket recess, �� +� � �� connected to the anchorage and ��!��

&�� %&�� +� �� +� � �� L��

+� � �� ’� �� <*� �� <G� �� @��"+�"�#&® ducts, it is recommended �� D� � �� deviation for tendon radii less than twice �� 6.� ‹� G� .�� 7� +� � ��

+� ��6�� 7�� 6� �� 7� � �� E�� <�� ! �� 6†<*�7� ��*�)�� ! �� E��

+� � �� 4�� %&�� 2 �� +� � �� %&�(�� 2 ��

W��(��

�� &� ��

��

W��

�(�h��*

�� (��

Structure

Structure '� ��

&��

&�� 0��

Strand PusherW�� (��

W��! ��(��

%�� /�� !.�� .�� /�� &� ��&��!�� +� "�� &� �(� &��*�� (�� /�� (�� +�

VSL – k,�=@J^�W�,)��?��!�=�>��,��$?%�@">

� ��[

� ��\

� ��]

� ��l

Page 18�� Page 19

�.��

%&�� '� � �� $� �� J��($�� ! �� $� � �� 6� � �7� %&�(�� 3 �� 6��

“L��<”7 �� !��$� �� !��

�� !�� 6�� !�� !�� 7

�� !�� pumping

- a pump - a sieve upstream of the pump to prevent lumps

��

m+�^�,?"@J^

, h�� (��

+� ��2 ��! �� 3 <��+�� !�� ! � ��

�� $� �� ! � �� !�� encapsulation, and

G��+�� ! � � �� ! � �� 6�� 7�

+� �� >�� achieved through: �� 0 � �� 0� ��

material properties �� & � �� & � ��

procedures adapted to the selected materials, !��

�� /�� ! �� /� ��

personnel following approved method statements

�� 0��

� ��

1�� "+� � �� following steps:

[+�W�� ;

�� F�� M�� $�� ! ��

�� 8 �� caps at all anchorages

�� 4��

\+�^�� ;

- Preparation of the grout �� # � � �� &�� ! �� 6� � ��

�� 7$�� !��

�� '� � �� $� �� $��

�� 9 � � �� $� ��

^��

%&��>"8� �� ! � �� /M� ==)$� ==O� �� ==N� 6 �� 8&9� <=?G=$� " ��<�I7��+� �� 3

[+�� (��

4��3� �� !�� 6�� 7� �� grout for injection + �� 3� <� �� through a standardised cone within a set time . �� 3�@�� ‰�G)�� 8�� ! �� I*��

\+�� (��

4��3� . �� ! � �� $� �� N� ��G?�� + �� 3� �� ! � �� =*��=*��<O*�� . �� 3�+� � �� ! � �� I*A" � ��G?� � ��GNA" � ��N��

]+��c� � ��

4��3�% �� 6� ��L !�� 7� �� + �� 3�A�� . �� 3�%&��>"8�� G$*)*��L�I��

l+��k��*!��

4��3�% �� !�� + �� 3� 4� �� <�� ! �� *�O€�� 1�� ’� �� !�� ! ��G=�� . �� 3�+� �� *�I”�� !�� I�� at rest and the volume change of the grout at � ��G=�� <”� ��“)”�

m+�� @��

4��3�% �� + �� 3� 8 �� )�� $� ��<G�� *�O€��+� � �� ’�� !�� changes are measured at regular intervals up ��G=��+�� ! �� at present that gives a realistic representation of the environment of the grout inside the � �� the grout against segregation . �� 3�+� �� *�I”�� !�� I��

+� � ��! �� $� �� $�� ! ��

��

8�� %&�� /�� 3 �� /M==)3�1�� + ��

methods �� /M==O3� 1��

1�� /M==N3�1�� F ��

� �� @�� /�� $�� 8&9�<=?G=$�" ��<�I�

^�� '��

1�� $� � � �� +� � �� ! � �� $� ��

!� )�� ; Portland cement is recommended �� +� � � � �� 6� �� *�<”7� �� ! � � � �� 8 � �� $� ��

- k� ��;�' � �� 8 � � � �$� ��

!� % �� ;�

� "� �� $�� !�� ! �J�� (

� &� �� $� �� or segregation and to ensure that the grout remains homogeneous

��!<W@�^��

+� �� $� %&�� # � �� %&��>"8� 6>�� " �� 8 2 �� 7$� %&�� ! �� complete process dedicated to improving the �� !��

1 � ��$�%&�� ! �� !�� >"8�1�� 2 �� +�� ! �� $� �� +� � �� $� �� !�� !��

��

0�� $� �� ! �� 4�� $�! �� +� �� ! ��! �� $�� 4 � �� I*�� N*��

/� �� ! �� are illustrated:

% �� 3 �� 1�� 6<7 �� 1�� 6G7 �� >�� 6I7�

Direction of grouting

WORKING PROCEDURES _�� `

�� For �� !�� /� ��2�� 8�� $�� 4�� ! ��$� %&�� "+� "�#&®� �� 6� �+ �� 7��

��(�� @�� $�� %&�� . �� J1.9#+8M1�9@�"9&+��+/M&89M8M1� +/ME9M&�6%&��. ��& �� M��)$� �� G**G7

b+��@J@�<@J^�k,�=�� AFTER GROUTING 4�� $�� 3 - in the case of �� W"/ the duct coupler

�� ! � �� ! �� - in the case of anchorages within a ��*!

�� /� ��

��

�� (�� M��! �� ! �� 6�� ! � ��! �� ! �� 7� �� ! � � � � ��! �� *�)��*�?��

��!�� 8 � ! �� $� �� 2 �� ! �� ! ��+�� reduces the risk of leaving voids in the grouted � �� 8�� use for the grouting of: �� D� � ��

points �� /�� $�� !�� ! ��

at high points at deviators on pier segments is ��

% �� $�� $�� 8 � �� $�� ! � �� !��

&��&�� F �

@� �0 �� ! ��0� ��

0� �� F �

Page 20�� Page 21

STRUCTURAL MONITORING

��((�� (�� +�"��

��&+��(�� (�� +

�� &� �� ^��

�� _�@"`�#��! �� (� �� (� �� (�� (��

@�!�� (�� !�� (��

+� �%&��1��%��& �� +� �� A�� ! �$�� 4�� $� �� $� ��!�� +� �%&��1�� %��& �� ! �� G*<*$��

/� �� 6/8+7� �� term monitoring of the tendon encapsulation �� ! �� $�� & � � � ��<?�•�<;�

K �� $� �� 8 � �� $� � 40� � �� tendon and the passive reinforcement, using the electrical connections provided for the �� A �� 40��

�� +� � �� F$� �� 4� �� . ��

%&�� !�� !�� 4�� surveillance strategies to monitor containment structures, due to �� $� �� $�� ! � �� %&�� !�� /� �� @�� F� ��+ �� + �� measured along selected tendons, allowing monitoring of tendon �� !��

@�� %&�� ! �

� �

/�� 3� �� <GAM� �� 6@�� F� �� + �� 7

When designing a structure with post-tensioning tendons, different structural and geometrical parameters have to be accounted for, in order to be in line with applicable codes and regulations. This page shall give an overview on the different parameters and show main dependencies between them:

1. TENDON PROPERTIES:

I. required Tendon Force

��

�� !� �� "�� "�� #� ��$��

II. required Protection Level ��"%��&�'� !" #��

III. chosen anchorage �� $% �� $% ��

��("�� !&�!"'( �� )��("�� )�� "%��"��*��+,�� * + ��#, �+ ��

2. CONCRETE PROPERTIES:

I. Concrete properties

��"��/(�'�� % �� ) �� "��8� ��%)�� "),:��"�'��!�

#- �) #��

3. TENDON GEOMETRY:

Parameters to take into account for definition of tendon geometry:

�� min. radius of curvature

�� min. straight length behind anchorage

�� spacing between ducts

�� concrete cover and actual tendon axis

�� min. centre spacing between anchorages

�� min. required edge distance

4. DETAILING OF LOCAL ANCHORAGE ZONE:

�� Local anchorage zone reinforcement

Preliminary design by engineer

(refer to page 6)

(refer to page 7)

Preliminary design by engineer

5. EQUIPMENT FOR STRESSING:

I. Chosen equipment ��"�� .!/ �-��

6. GEOMETRY REQUIREMENTS FOR STRESSING: �� Block out dimensions

�� Clearance requirements for stressing operation

Notes: 1.� Values in blue (italic) are indicated for example only 2.� The example is made for a typical internal bonded multistrand tendon. However,

the flow chart may be implemented for the design of other type of tendons. 3.� Indications in gray (italic) are references to corresponding chapters of this

brochure

Technical Section 5.1.2 / 5.2.2

5.1.3 / 5.2.3

5.1.4 / 5.2.4

5.1.5

4.4.1 & Data Sheets

4.4.2 & Data Sheets

6.2

6.2 Technical Block 6.

7. DETAILING OF GENERAL ZONE:

�� Load introduction of prestressing forces (anchorage, deviator) into structure

�� Diaphragm, deviator and blister dimension (if required)

�� Rebar arrangement compatible with PT hardware and local anchorage zone

4.4.2

)( )(

xk ox ePP

�+��= �μ

DESIGNING WITH POST-TENSIONING TENDONS

�� Page T 2 Page T 1��

[+�"�J�,J� k�� o+bp�_�� o+mp`�� /� �� +� [+[�� W�� [m��_o+bp` [+]�� W�� []��_o+mp`

[+\�"�� W�� [m��_o+bp`�� [+l�"�� W�� []��_o+mp`��

TECHNICAL DATA FOR THE VSL POST- TENSIONING SYSTEM

<�� 0� � �� ! �� *�<”�� G�� A� �� *�<”� �� I�� % �� /M�<*<I?�I�� 4&+A�4�=<O�*O

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VSL MULTISTRAND Post-Tensioning System - External Grouted Tendons

Anchorage Data Sheet Type Strand Rebar Data Sheet

No. Page Notes [-] [-] Fpk [kN] fy [MPa] VSLI-BDA-

GC External Geometry - - 003 T 41 GC External Local Zone Reinforcement 279 500 113 T 42 GC External Local Zone Reinforcement 265 / 260 460 109 T 43 GC External Local Zone Reinforcement 265 / 260 390 105 T 44

VSL SLAB Post-Tensioning System - Electrically Isolated Tendons

Anchorage Data Sheet Type Strand Rebar Data Sheet

No. Page Notes [-] [-] Fpk [kN] fy [MPa] VSLI-BDA-

GC EIT Geometry - - 004 T 45 GC EIT Local Zone Reinforcement 279 500 114 T 46 GC EIT Local Zone Reinforcement 265 / 260 460 110 T 47 GC EIT Local Zone Reinforcement 265 / 260 390 106 T 48

VSL MULTISTRAND Post-Tensioning System - Internal Bonded Tendons

Anchorage Data Sheet Type Strand Rebar Data Sheet

No. Page Notes [-] [-] Fpk [kN] fy [MPa] VSLI-BDA-

GC Internal Geometry - - 002 T 17 GC Internal Local Zone Reinforcement 279 500 112 T 18 GC Internal Local Zone Reinforcement 265 / 260 460 108 T 19 GC Internal Local Zone Reinforcement 265 / 260 390 104 T 20

E 0.6" Geometry - - 001 T 21 E 0.6" Local Zone Reinforcement 279 500 103 T 22 E 0.6" Local Zone Reinforcement 265 / 260 460 102 T 23 E 0.6" Local Zone Reinforcement 265 / 260 390 101 T 24

H 0.6" & 0.5" Geometry - - 007 T 25 H 0.6" & 0.5" Local Zone Reinforcement 279 to 186 500 / 460 124 T 26

P Geometry - - 008 T 27 P Local Zone Reinforcement 279 / 265 / 260 500 117 T 28

Coupler K Geometry - - 006 T 29 Z Geometry - - 016 T 30

AF Geometry - - 010 T 31 AF Local Zone Reinforcement 279 / 265 / 260 500 / 460 / 390 119 T 32

Loop L Geometry - - 009 T 33 Loop L Local Zone Reinforcement 279 / 265 / 260 § 390 118 T 34 Sc 0.5" Geometry - - 011 T 35 Sc 0.5" Local Zone Reinforcement 186 460 121 T 36 Sc 0.5" Local Zone Reinforcement 186 390 120 T 37 E 0.5" Geometry - - 012 T 38 E 0.5" Local Zone Reinforcement 186 460 123 T 39 E 0.5" Local Zone Reinforcement 186 390 122 T 40 VSL SLAB Post-Tensioning System

Anchorage Data Sheet Type Strand Rebar Data Sheet

No. Notes [-] [-] Fpk [kN] fy [MPa] VSLI-BDA-

VSLabS Geometry - - 015 T 7 VSLabS Local Zone Reinforcement 279 500 130 T 8 �� VSLabS Local Zone Reinforcement 265 460 128 T 9 VSLabS Local Zone Reinforcement 265 460 127 T 10 �� VSLabS Local Zone Reinforcement 265 390 126 T 11

S 6-1 PLUS Geometry - - 014 T 12 S 6-1 Mono Geometry - - 013 T 13

S 6-1 PLUS / S 6-1 Mono Local Zone Reinforcement 279 / 265 / 260 500 / 460 125 T 14 H (Slab) Geometry - - 017 T 15 LZR � Page T 26

P (Slab) Geometry - - 018 T 16 LZR � Page T 28

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Unit A B C D E F G H J K L

6-2 175 170 80 75 55 60 25 41 140 M10 40

6-3 215 210 95 90 55 60 25 58 170 M10 40

6-4 235 230 115 110 60 60 25 76 180 M10 40

6-5 265 260 130 125 60 60 25 94 200 M10 40

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or PT-Plus� duct

Grout Connection

Grout Vent

Anchorage Body Strands

Trumpet

Wedges

Flat Duct Coupler

Protection Cap

PT-Plus® Flat Duct

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CONCRETE 20/25 MPa

Unit P r ØR S U W X Ymin A B C

6-2 35 6 12 10 120 200 240 160 175 115 80

6-3 40 6 12 0 140 270 310 180 215 115 95

6-4 40 7 12 10 160 320 360 200 235 120 115

6-5 35 8 12 15 180 360 400 220 265 120 130

Notes

All dimensions in [mm] Min. yield strength for local zone reinforcement fy = 500N/mm 2

Strand Ap = 150mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 279kN For calculation of minimum edge distance refer to 4.4.1

Concrete: minimum required strength fc, cylinder / fc, cube in N/mm 2 at stressing r = number of turns, incl. length for anchoring of reinforcement bar

Local zone reinforcement bent and anchored in accordance with BS EN 1992 X = anchorage spacing

Reinforcement, edge distance and center spacing may be modified, contact VSL Ymin = min. allowable slab thickness

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Spacing RecessLocal Zone Reinforcement

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CONCRETE 20/25 MPa

Unit P r ØR S U W X Ymin A B C

6-2 35 6 12 10 120 200 240 160 175 115 80

6-3 40 6 12 0 140 270 310 180 215 115 95

6-4 40 7 12 10 160 320 360 200 235 120 115

6-5 35 8 12 15 180 360 400 220 265 120 130

Notes

All dimensions in [mm] Min. yield strength for local zone reinforcement fy = 460N/mm 2

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265kN For calculation of minimum edge distance refer to 4.4.1

Concrete: minimum required strength fc, cylinder / fc, cube in N/mm 2 at stressing r = number of turns, incl. length for anchoring of reinforcement bar

Local zone reinforcement bent and anchored in accordance with BS EN 1992 X = anchorage spacing

Reinforcement, edge distance and center spacing may be modified, contact VSL Ymin = min. allowable slab thickness

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Spacing RecessLocal Zone Reinforcement

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CONCRETE 20/25 MPa

Unit n ØR S t x ØT Umin U �� V W Z X 2) Y �� A B C

6-2 4 10 25 2 x 10 110 120 140 180 - 210 160 175 115 80

6-3 4 12 30 2 x 12 130 150 140 220 - 270 180 215 115 95

6-4 4 12 40 4 x 12 150 180 140 180 280 320 200 235 120 115

6-5 4 16 40 4 x 12 170 200 160 190 310 350 220 265 120 130

Notes

All dimension in [mm] Min. yield strength for local zone reinforcement fy = 460N/mm 2

1) Depending on slab thickness and required concrete cover Umin … U … Umax n = number of transverse bars

2) X = anchorage spacing. Minimum edge distance: X/2 + concrete cover t = number of pairs of stirrups

3) transverse bars to be anchored acc. to general detailing rules Ymin = min. allowable slab thickness

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN

Concrete: minimum required strength fc, cylinder / fc, cube in N/mm 2 at stressing

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Local zone reinforcement bent and anchored in accordance with BS EN 1992

Reinforcement, edge distance and center spacing may be modified, contact VSL

Local Zone Reinforcement Spacing Recess

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CONCRETE 20/25 MPa

Unit P r ØR S U W X Ymin A B C

6-2 35 6 12 10 120 200 240 160 175 115 80

6-3 40 6 12 0 140 270 310 180 215 115 95

6-4 40 7 12 10 160 320 360 200 235 120 115

6-5 35 8 12 15 180 360 400 220 265 120 130

Notes

All dimensions in [mm] Min. yield strength for local zone reinforcement fy = 390N/mm 2

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265kN For calculation of minimum edge distance refer to 4.4.1

Concrete: minimum required strength fc, cylinder / fc, cube in N/mm 2 at stressing r = number of turns, incl. length for anchoring of reinforcement bar

Local zone reinforcement bent and anchored in accordance with BS EN 1992 X = anchorage spacing

Reinforcement, edge distance and center spacing may be modified, contact VSL Ymin = min. allowable slab thickness

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Spacing RecessLocal Zone Reinforcement

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ANCHORAGE TYPE S 6-1 PLUS

Unit A B C D ØE F

6-1 122 94 70 90 22/25 32

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

Encapsulated Anchorage Body

PT-Plus® Duct

Strand

Grout Connection

Protection Cap

Wedge

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Unit A B C D ØE F

6-1 122 94 70 300 19 32

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

Sleeve

Heat Shrink Sleeve

Encapsulated Anchorage Body

Wedge Strand

Protection Cap

PE sheated strand and waxed / greased

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Notes

All dimension in [mm]

Min. required concrete strength fc, cylinder / fc, cube =16/20 MPa at stressing

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

X= anchorage spacing.

X1= min spacing between last and first anchorage of grouped anchorages

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Nom. strand breaking load

Fpk = 260.4 / 265.5kN

Min. yield strength for local zone reinforcement

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Unit A B C

6-1 90 90 1250

6-2 190 90 1250

6-3 290 90 1250

6-4 390 90 1250

6-5 490 90 1250

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or with PT-Plus# duct

20 / 25 fc,cyl / fc,cube in MPa

Max. tendon force after lock-off

80% of Fpk

Min. concrete strength at stressingNom. strand breaking load

Fpk = 260.4 / 265,5 / 279kN

Crimped Strand Tails Bulb

Strands

Grout Connection

End-Piece with Clip

Spacer Bar

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Unit A B C

6-2 180 70 280

6-3 230 80 330

6-4 260 100 430

6-5 310 110 430

20 / 25 fc,cyl / fc,cube in MPa

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or with PT-Plus# duct

Nom. strand breaking load Min. concrete strength at stressing

Fpk = 260.4 / 265.5 / 279kN

Strands

Tension Ring

Anchor Plate

End-Piece with Clip

Compression Fittings

Retainer Plate

PT- Plus® Duct

Grout Connection

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Unit A B ØC ØD E F ØH(2) J�(1) ØK L

6-3 130 120 50 95 50 120 50 140 M12 105

6-4 140 120 60 110 55 120 60 154 M12 110

6-7 180 135 76 135 60 135 69 210 M12 120

6-12 230 220 92 170 75 220 92 264 M16 135

6-15 260 240 113 190 85 240 113 316 M16 145

6-19 290 150 131 200 95 450 112 354 M16 155

6-22 320 150 153 220 100 640 112 400 M16 160

6-27 350 170 164 240 110 620 127 430 M16 170

6-31 375 170 173 260 120 580 143 470 M16 180

6-37 410 170 196 280 135 770 142 524 M16 200

6-43 470 180 230 320 145 935 166 420 M20 215

6-55 520 180 240 340 160 1035 166 452 M20 230

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

(1) J-spacing of bolts for fixation to formwork

(2) ØH-Inner dia of the trumpet

System can be used with corrugated steel duct or with PT-Plus# duct

Bearing Plate (Casting)

Trumpet

Tape

Strands

Grout Connection

Wedges

Anchor Head

PT-Plus �Duct

Protection Cap

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ANCHORAGE TYPE GC

Reinforcement consists of a combination of spiral and stirrups

CONCRETE 25/30 MPa CONCRETE 28/35 MPa

Unit ØS n (1) P ØG l ØR r (2) N M Unit ØS n (1) P ØG l ØR r (2) N M

6-3 10 5 50 150 150 8 4,0 60 180 200 6-3 10 5 50 140 150 8 4,0 55 165 185

6-4 12 5 60 180 180 8 5,0 50 210 230 6-4 12 5 60 170 180 8 5,0 50 195 215

6-7 12 7 50 250 250 10 6,0 55 280 305 6-7 12 6 50 230 200 10 6,0 50 260 280

6-12 16 7 60 345 300 10 5,0 85 380 400 6-12 16 7 60 320 300 10 6,0 75 350 370

6-15 16 9 50 395 350 8 7,0 70 425 440 6-15 16 9 50 365 350 8 9,0 50 390 410

6-19 16 10 50 445 400 12 7,0 70 480 495 6-19 16 9 50 410 350 12 9,0 55 440 460

6-22 20 9 60 480 420 10 6,0 100 515 535 6-22 20 9 60 445 420 10 7,0 80 475 495

6-27 16 12 50 530 500 16 9,0 65 570 590 6-27 16 11 50 490 450 16 9,0 60 530 550

6-31 16 13 50 570 550 16 11,0 60 615 635 6-31 16 13 45 530 495 16 10,0 60 570 590

6-37 20 11 60 630 540 16 10,0 70 670 690 6-37 20 12 55 585 550 16 9,0 80 625 645

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit ØS n (1) P ØG l ØR r (2) N M Unit ØS n (1) P ØG l ØR r (2) N M

6-3 12 5 55 155 165 - - - - 175 6-3 12 5 55 145 165 - - - - 165

6-4 12 6 45 180 180 - - - - 200 6-4 12 6 45 170 180 - - - - 190

6-7 12 6 50 215 200 10 6,0 50 245 265 6-7 16 6 65 230 260 - - - - 250

6-12 16 7 55 295 275 10 5,0 90 325 345 6-12 16 8 50 305 300 - - - - 325

6-15 16 8 50 335 300 10 7,0 65 365 385 6-15 16 8 50 315 300 10 6,0 65 345 365

6-19 16 10 45 375 360 12 7,0 65 410 430 6-19 16 9 45 355 315 12 7,0 65 390 410

6-22 20 8 60 410 360 12 6,0 85 445 465 6-22 20 8 60 385 360 12 6,0 79 420 440

6-27 16 11 45 455 405 16 8,0 65 495 515 6-27 16 11 45 425 405 16 8,0 60 465 485

6-31 16 12 45 490 450 16 10,0 55 530 550 6-31 16 11 45 460 405 16 10,0 50 500 520

6-37 20 12 50 540 500 16 8,0 85 580 600 6-37 20 10 55 510 440 16 10,0 60 550 570

CONCRETE 40/50 MPa

Unit ØS n (1) P ØG l ØR r (2) N M

6-3 12 5 50 135 150 - - - - 155

6-4 12 6 40 160 160 - - - - 180

6-7 16 6 60 220 240 - - - - 240

6-12 16 7 50 295 250 - - - - 315

6-15 20 7 60 330 300 - - - - 350

6-19 16 8 50 335 300 12 8,0 50 370 390

6-22 20 7 60 370 300 12 7,0 65 400 420

6-27 20 8 60 400 360 16 6,0 85 445 465

6-31 20 9 60 435 420 16 7,0 75 480 500

6-37 20 9 60 480 420 20 7,0 80 530 550

Notes

All dimension in [mm] X = minimal center spacing between anchorages

Min. yield strength for local zone reinforcement fy = 500N/mm2 For calculation of minimum edge distance refer to 4.4.1

Min. required concrete strength fc,cylinder / fc,cube in MPa at stressing n = number of spiral turns including first and last required as anchorage length

Strand Ap = 150mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 279kN Reinforcement, edge distance, center spacing may be modified, contact VSL

For units 6-43 and 6-55 used with Strand Fpk = 279 kN please contact VSL

Spiral Reinforcement Orthogonal Reinf. X X

Spiral Reinforcement Orthogonal Reinf.

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Spiral Reinforcement Orthogonal Reinf. X

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OPTION B - STIRRUP REINFORCEMENT

CONCRETE 20/25 MPa

Unit I P �S �G n X I P �R M r X �T 6-3 225 45 10 190 5 210 180 45 12 190 5 210 8

6-4 275 55 12 220 5 240 200 40 12 220 6 240 8

6-7 320 40 12 290 8 310 300 50 16 290 7 310 10

6-12 385 55 16 385 7 405 360 40 16 385 10 405 16

CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 225 45 10 175 5 195 180 45 12 175 5 195 8 6-3 225 45 10 160 5 180 180 45 12 160 5 180 8

6-4 250 50 12 200 5 220 195 65 16 200 4 220 8 6-4 250 50 12 185 5 205 195 65 16 185 4 205 8

6-7 325 65 16 265 5 285 250 50 16 265 6 285 10 6-7 325 65 16 245 5 265 225 45 16 245 6 265 10

6-12 400 50 16 350 8 370 360 60 20 350 7 370 12 6-12 350 50 16 325 7 345 300 60 20 325 6 345 12

6-15 405 45 16 395 9 415 400 50 20 395 9 415 16 6-15 360 45 16 365 8 385 350 50 20 365 8 385 12

6-19 440 40 16 445 11 465 405 45 20 445 10 465 16 6-19 400 40 16 415 10 435 405 45 20 415 10 435 16

6-22 495 55 20 480 9 500 455 65 25 480 8 500 16 6-22 440 55 20 445 8 465 420 60 25 445 8 465 16

6-27 550 50 20 535 11 555 540 60 25 535 10 555 20 6-27 500 50 20 495 10 515 495 55 25 495 10 515 16

6-31 550 50 20 575 11 595 550 55 25 575 11 595 20 6-31 550 50 20 535 11 555 495 55 25 535 10 555 20

6-37 630 45 20 630 14 650 600 50 25 630 13 650 25 6-37 585 65 25 580 9 600 560 80 32 580 8 600 20

6-43 715 65 25 680 11 700 675 75 32 680 10 700 25 6-43 650 65 25 630 10 650 600 75 32 630 9 650 25

6-55 770 55 25 770 14 790 715 65 32 770 12 790 25 6-55 700 50 25 715 14 735 660 60 32 715 12 735 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 225 45 10 150 5 170 135 45 12 150 4 170 8 6-3 200 50 10 145 4 165 150 50 12 145 4 165 8

6-4 250 50 12 175 5 195 195 65 16 175 4 195 8 6-4 250 50 12 165 5 185 195 65 16 165 4 185 8

6-7 325 65 16 230 5 250 225 45 16 230 6 250 8 6-7 280 70 16 220 4 240 200 50 16 220 5 240 8

6-12 350 50 16 305 7 325 300 60 20 305 6 325 12 6-12 350 50 16 285 7 305 275 55 20 285 6 305 10

6-15 360 45 16 340 8 360 350 50 20 340 8 360 12 6-15 360 45 16 325 8 345 300 50 20 325 7 345 12

6-19 400 40 16 390 10 410 360 45 20 390 9 410 16 6-19 360 40 16 365 9 385 390 65 25 365 7 385 12

6-22 440 55 20 415 8 435 420 60 25 415 8 435 16 6-22 440 55 20 395 8 415 360 60 25 395 7 415 16

6-27 500 50 20 465 10 485 440 55 25 465 9 485 16 6-27 450 50 20 440 9 460 440 55 25 440 9 460 16

6-31 495 45 20 500 11 520 450 50 25 500 10 520 20 6-31 495 45 20 470 11 490 450 50 25 470 10 490 16

6-37 585 65 25 545 9 565 525 75 32 545 8 565 20 6-37 520 65 25 515 8 535 525 75 32 515 8 535 20

6-43 600 60 25 590 10 610 560 70 32 590 9 610 20 6-43 585 65 25 560 9 580 560 70 32 560 9 580 20

6-55 650 50 25 670 13 690 660 60 32 675 12 695 25 6-55 600 50 25 630 12 650 600 60 32 645 11 665 25

CONCRETE 40/50 MPa CONCRETE 50/62.5 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 200 50 10 135 4 155 150 50 12 135 4 155 8 6-3 160 40 8 130 4 150 135 45 10 130 4 150 8

6-4 250 50 12 155 5 175 195 65 16 155 4 175 8 6-4 200 50 12 140 4 160 180 60 16 140 4 160 8

6-7 325 65 16 205 5 225 225 45 16 205 6 225 8 6-7 260 65 16 185 4 205 180 45 16 185 5 205 8

6-12 330 55 16 275 6 295 300 60 20 275 6 295 10 6-12 300 50 16 245 6 265 275 55 20 245 6 265 10

6-15 315 45 16 305 7 325 300 50 20 305 7 325 12 6-15 320 40 16 275 8 295 270 45 20 275 7 295 10

6-19 360 40 16 350 9 370 315 45 20 350 8 370 12 6-19 360 60 20 315 6 335 325 65 25 315 6 335 12

6-22 385 55 20 375 7 395 360 60 25 375 7 395 16 6-22 350 50 20 335 7 355 350 50 25 335 8 355 12

6-27 450 50 20 415 9 435 385 55 25 415 8 435 16 6-27 405 45 20 375 9 395 350 50 25 375 8 395 16

6-31 450 50 20 450 9 470 450 50 25 450 10 470 16 6-31 405 45 20 405 9 425 400 80 32 405 6 425 16

6-37 520 65 25 490 8 510 450 75 32 490 7 510 16 6-37 480 60 25 440 8 460 420 70 32 440 7 460 16

6-43 585 65 25 530 9 550 490 70 32 530 8 550 20 6-43 540 60 25 485 9 505 480 60 32 475 9 495 16

6-55 600 50 25 600 12 620 600 60 32 615 11 635 20 6-55 550 50 25 565 11 585 540 60 32 580 10 600 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 460N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc,cylinder / fc,cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance, center spacing may be modified, contact VSL

A Spiral Reinforcement B Stirrup Reinforcement

OPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup ReinforcementA Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

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CONCRETE 20/25 MPa

Unit I P �S �G n X I P �R M r X �T 6-3 275 55 12 190 5 210 200 40 12 190 6 210 8

6-4 270 45 12 220 6 240 220 55 16 220 5 240 8

6-7 360 60 16 290 6 310 280 40 16 290 8 310 10

6-12 405 45 16 385 9 405 350 50 20 385 8 405 16

CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 220 55 12 175 4 195 160 40 12 175 5 195 8 6-3 250 50 12 160 5 180 195 65 16 160 4 180 8

6-4 240 40 12 200 6 220 220 55 16 200 5 220 8 6-4 240 40 12 185 6 205 200 50 16 185 5 205 8

6-7 330 55 16 265 6 285 240 40 16 265 7 285 10 6-7 330 55 16 245 6 265 240 40 16 245 7 265 10

6-12 360 45 16 350 8 370 350 50 20 350 8 370 12 6-12 360 40 16 325 9 345 300 50 20 325 7 345 12

6-15 420 60 20 395 7 415 360 45 20 395 9 415 16 6-15 420 60 20 365 7 385 390 65 25 365 7 385 12

6-19 450 50 20 445 9 465 420 60 25 445 8 465 16 6-19 450 50 20 415 9 435 385 55 25 415 8 435 16

6-22 495 45 20 480 11 500 440 55 25 480 9 500 16 6-22 450 45 20 445 10 465 450 50 25 445 10 465 16

6-27 540 45 20 535 12 555 500 50 25 535 11 555 20 6-27 520 65 25 495 8 515 480 80 32 495 7 515 16

6-31 585 65 25 575 9 595 525 75 32 575 8 595 20 6-31 585 65 25 535 9 555 525 75 32 535 8 555 20

6-37 660 60 25 630 11 650 630 70 32 630 10 650 25 6-37 605 55 25 580 11 600 585 65 32 580 10 600 20

6-43 660 55 25 680 12 700 650 65 32 680 11 700 25 6-43 600 50 25 630 12 650 600 60 32 630 11 650 25

6-55 750 50 25 805 15 825 780 60 32 815 14 835 32 6-55 750 50 25 760 15 780 720 60 32 770 13 790 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 220 55 12 150 4 170 140 70 16 150 3 170 8 6-3 200 40 10 145 5 165 160 40 12 145 5 165 8

6-4 240 40 12 175 6 195 165 55 16 175 4 195 8 6-4 200 40 12 165 5 185 165 55 16 165 4 185 8

6-7 275 55 16 230 5 250 240 40 16 230 7 250 8 6-7 275 55 16 220 5 240 200 40 16 220 6 240 8

6-12 320 40 16 305 8 325 300 50 20 305 7 325 12 6-12 320 40 16 285 8 305 270 45 20 285 7 305 10

6-15 385 55 20 340 7 360 325 65 25 340 6 360 12 6-15 360 60 20 325 6 345 325 65 25 325 6 345 12

6-19 400 50 20 390 8 410 385 55 25 390 8 410 16 6-19 400 50 20 365 8 385 330 55 25 365 7 385 12

6-22 450 45 20 415 10 435 400 50 25 415 9 435 16 6-22 405 45 20 395 9 415 400 50 25 395 9 415 16

6-27 520 65 25 465 8 485 450 75 32 465 7 485 16 6-27 455 65 25 440 7 460 450 75 32 440 7 460 16

6-31 540 60 25 500 9 520 450 75 32 500 7 520 20 6-31 480 60 25 470 8 490 490 70 32 470 8 490 16

6-37 550 55 25 545 10 565 520 65 32 545 9 565 20 6-37 550 55 25 515 10 535 520 65 32 515 9 535 20

6-43 600 50 25 590 12 610 540 60 32 590 10 610 20 6-43 550 50 25 560 11 580 540 60 32 560 10 580 20

6-55 700 50 25 720 14 740 660 60 32 730 12 750 25 6-55 650 50 25 685 13 705 660 60 32 695 12 715 25

CONCRETE 40/50 MPa CONCRETE 50/62.5 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 200 40 10 135 5 155 160 40 12 135 5 155 8 6-3 200 50 10 130 4 150 150 50 12 130 4 150 8

6-4 200 40 12 155 5 175 165 55 16 155 4 175 8 6-4 200 40 12 140 5 160 150 50 16 140 4 160 8

6-7 275 55 16 205 5 225 200 40 16 205 6 225 8 6-7 275 55 16 185 5 205 220 55 20 185 5 205 8

6-12 315 45 16 275 7 295 250 50 20 275 6 295 10 6-12 280 40 16 245 7 265 225 45 20 245 6 265 10

6-15 360 60 20 305 6 325 325 65 25 305 6 325 12 6-15 330 55 20 275 6 295 300 60 25 275 6 295 10

6-19 400 50 20 350 8 370 330 55 25 350 7 370 12 6-19 350 50 20 315 7 335 300 50 25 315 7 335 12

6-22 405 45 20 375 9 395 350 50 25 375 8 395 16 6-22 390 65 25 335 6 355 350 70 32 335 6 355 12

6-27 455 65 25 415 7 435 375 75 32 415 6 435 16 6-27 420 60 25 375 7 395 350 70 32 375 6 395 16

6-31 520 65 25 450 8 470 450 75 32 450 7 470 16 6-31 480 60 25 405 8 425 390 65 32 405 7 425 16

6-37 495 55 25 490 9 510 455 65 32 490 8 510 16 6-37 450 50 25 440 9 460 420 60 32 445 8 465 16

6-43 550 50 25 530 11 550 480 60 32 530 9 550 20 6-43 500 50 25 485 10 505 480 60 32 495 9 515 16

6-55 650 50 25 650 13 670 600 60 32 665 11 685 25 6-55 600 50 25 605 12 625 600 60 32 620 11 640 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 390N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc,cylinder / fc,cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement B Stirrup Reinforcement

OPTION B - STIRRUP REINFORCEMENT

B Stirrup ReinforcementA Spiral Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

B Stirrup ReinforcementA Spiral Reinforcement

B Stirrup Reinforcement

B Stirrup ReinforcementA Spiral Reinforcement

A Spiral Reinforcement

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Unit ØC ØD E ØH �� L øK A B F J�� A B F J�� A B F J��

6-1 18 53 50 25 - - 75 10 150 86 70 10 150 79 65 10 150 78

6-2 50 90 50 50 - - 110 10 200 136 100 10 200 122 95 10 200 115

6-3 56 95 50 55 105 M12 135 15 205 135 125 15 205 135 120 15 205 135

6-4 65 110 55 60 110 M12 160 20 210 150 145 20 210 150 130 20 210 150

6-7 84 135 60 72 120 M12 205 30 320 210 175 25 315 210 160 25 315 190

6-12 118 170 75 92 135 M16 270 40 500 265 230 35 495 265 210 35 495 240

6-15 143 190 85 97 145 M16 305 45 585 275 265 40 580 275 240 40 580 275

6-19 150 200 95 107 155 M16 340 50 640 280 290 45 635 280 270 45 635 280

6-22 172 220 100 122 160 M16 370 55 745 310 320 50 740 310 290 50 740 310

6-27 185 240 110 132 170 M16 410 60 690 330 350 55 685 330 320 55 685 330

6-31 192 260 120 142 180 M16 435 65 755 360 370 60 750 360 340 60 750 360

6-37 215 280 135 155 200 M16 480 75 905 370 410 70 900 370 375 65 895 370

6-43 248 320 145 165 215 M20 520 80 1030 420 450 75 1025 420 410 70 1020 420

6-55 255 340 160 185 230 M20 580 95 1045 452 500 90 1040 452 450 80 1030 452

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

Concrete strength is defined as minimum required fc,cyl / fc,cube in MPa at time of stressing

(1) J- spacing of bolts for fixation to formwork

(2) ØH-Inner dia of the trumpet

System can be used with corrugated steel duct or with PT-Plus� duct

Concrete

23/28 & 28/35 MPa

Concrete

32/40 & 36/45 MPa

Concrete

43/53 MPa

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Reinforcement consists of a combination of spiral and stirrups

CONCRETE 23/28 MPa CONCRETE 28/35 MPa

Unit ØS n (1) P ØG l ØR r (2) N M Unit ØS n (1) P ØG l ØR r (2) N M

6-1 10 5 60 100 180 - - - - 120 6-1 10 5 65 90 195 - - - - 110

6-2 12 5 60 150 180 - - - - 170 6-2 12 5 60 135 180 - - - - 155

6-3 12 5 55 185 165 - - - - 205 6-3 12 5 55 165 165 - - - - 185

6-4 12 6 50 220 200 - - - - 240 6-4 12 6 50 195 200 - - - - 215

6-7 12 6 60 260 240 12 4,0 75 295 315 6-7 12 6 50 225 200 12 5,0 75 260 280

6-12 16 7 65 345 325 12 7,0 70 390 410 6-12 16 7 65 315 325 12 6,0 75 350 370

6-15 16 7 75 390 375 16 6,0 75 435 455 6-15 16 7 65 345 325 16 6,0 75 390 410

6-19 16 9 60 450 420 16 6,0 90 495 515 6-19 16 8 60 395 360 16 7,0 75 440 460

6-22 16 10 60 490 480 16 7,0 75 535 555 6-22 16 10 50 430 400 16 7,0 75 475 495

6-27 16 11 55 545 495 16 8,0 70 595 615 6-27 16 11 50 485 450 16 9,0 65 530 550

6-31 16 12 55 585 550 16 10,0 60 635 655 6-31 16 11 50 525 450 16 10,0 60 570 590

6-37 20 11 65 645 585 16 9,0 75 695 715 6-37 20 11 60 580 540 16 9,0 75 625 645

6-43 20 13 60 705 660 16 10,0 70 750 770 6-43 20 12 55 630 550 16 11,0 65 675 695

6-55 20 14 60 805 720 16 15,0 55 855 875 6-55 20 14 55 720 660 16 14,0 55 765 785

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit ØS n (1) P ØG l ØR r (2) N M Unit ØS n (1) P ØG l ØR r (2) N M

6-1 10 5 65 85 195 - - - - 105 6-1 10 5 65 75 195 - - - - 95

6-2 12 5 60 125 180 - - - - 145 6-2 12 5 55 115 165 - - - - 135

6-3 12 6 50 155 200 - - - - 175 6-3 12 5 50 145 150 - - - - 165

6-4 12 6 45 180 180 - - - - 200 6-4 12 6 45 170 180 - - - - 190

6-7 12 7 45 210 225 12 5,0 65 245 265 6-7 16 6 65 195 260 12 4,0 80 230 250

6-12 16 7 55 290 275 12 6,0 60 325 345 6-12 16 7 50 270 250 12 5,0 70 305 325

6-15 16 8 55 320 330 16 7,0 60 365 385 6-15 16 8 50 300 300 16 6,0 70 345 365

6-19 16 8 55 370 330 16 8,0 60 415 435 6-19 16 8 50 345 300 16 7,0 60 390 410

6-22 16 10 45 400 360 16 8,0 60 445 465 6-22 16 10 45 375 360 16 8,0 55 420 440

6-27 16 11 45 450 405 16 10,0 50 495 515 6-27 16 11 45 425 405 16 10,0 50 470 490

6-31 16 12 45 490 450 16 12,0 45 535 555 6-31 16 11 45 460 405 16 12,0 45 505 525

6-37 20 11 55 540 495 16 11,0 55 585 605 6-37 20 11 50 505 450 16 10,0 60 550 570

6-43 20 13 50 585 550 16 14,0 45 630 650 6-43 20 12 50 545 500 20 10,0 65 595 615

6-55 20 14 50 670 600 16 18,0 40 715 735 6-55 20 13 50 625 550 20 12,0 60 675 695

Notes

All dimension in [mm] X = minimal center spacing between anchorages

Min. yield strength for local zone reinforcement fy = 500N/mm2 For calculation of minimum edge distance refer to 4.4.1

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing n = number of spiral turns including first and last required as anchorage length

Strand Ap = 150mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 279kN Reinforcement, edge distance, center spacing may be modified, contact VSL

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Spiral Reinforcement Orthogonal Reinf. X

Spiral Reinforcement Orthogonal Reinf. X X

Spiral Reinforcement Orthogonal Reinf.

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CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-1 220 55 10 90 4 110 120 40 10 90 4 110 8 6-1 220 55 10 85 4 105 80 40 10 85 3 105 8

6-2 180 45 10 145 4 165 135 45 12 145 4 165 8 6-2 180 45 10 135 4 155 135 45 12 135 4 155 8

6-3 250 50 12 175 5 195 195 65 16 175 4 195 8 6-3 250 50 12 160 5 180 195 65 16 160 4 180 8

6-4 225 45 12 200 5 220 220 55 16 200 5 220 8 6-4 225 45 12 185 5 205 220 55 16 185 5 205 8

6-7 300 60 16 265 5 285 240 40 16 265 7 285 10 6-7 300 60 16 245 5 265 240 40 16 245 7 265 10

6-12 360 45 16 350 8 370 350 50 20 350 8 370 12 6-12 360 40 16 325 9 345 315 45 20 325 8 345 12

6-15 420 60 20 395 7 415 390 65 25 395 7 415 16 6-15 385 55 20 365 7 385 360 60 25 365 7 385 12

6-19 440 55 20 445 8 465 420 60 25 445 8 465 16 6-19 440 55 20 415 8 435 420 60 25 415 8 435 16

6-22 500 50 20 480 10 500 440 55 25 480 9 500 16 6-22 450 50 20 445 9 465 450 50 25 445 10 465 16

6-27 540 45 20 535 12 555 500 50 25 535 11 555 20 6-27 495 45 20 495 11 515 450 50 25 495 10 515 16

6-31 585 45 20 575 13 595 550 50 25 575 12 595 20 6-31 585 65 25 535 9 555 560 80 32 535 8 555 20

6-37 660 60 25 630 11 650 630 70 32 630 10 650 25 6-37 600 60 25 580 10 600 560 70 32 580 9 600 20

6-43 660 55 25 680 12 700 650 65 32 680 11 700 25 6-43 605 55 25 630 11 650 600 60 32 630 11 650 25

6-55 750 50 25 770 15 790 720 60 32 770 13 790 25 6-55 700 50 25 715 14 735 660 60 32 715 12 735 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-1 220 55 10 80 4 100 110 55 12 80 3 100 8 6-1 180 45 10 70 4 90 110 55 12 75 3 95 8

6-2 200 40 10 125 5 145 120 40 12 125 4 145 8 6-2 220 55 12 115 4 135 120 40 12 120 4 140 8

6-3 225 45 12 150 5 170 180 60 16 150 4 170 8 6-3 225 45 12 140 5 160 195 65 16 145 4 165 8

6-4 240 40 12 175 6 195 200 50 16 175 5 195 8 6-4 200 40 12 160 5 180 150 50 16 165 4 185 8

6-7 300 50 16 230 6 250 220 55 20 230 5 250 8 6-7 300 50 16 215 6 235 220 55 20 220 5 240 8

6-12 360 60 20 305 6 325 325 65 25 305 6 325 12 6-12 330 55 20 280 6 300 300 60 25 285 6 305 10

6-15 400 50 20 340 8 360 350 50 25 340 8 360 12 6-15 360 45 20 320 8 340 300 50 25 325 7 345 12

6-19 405 45 20 390 9 410 400 50 25 390 9 410 16 6-19 405 45 20 360 9 380 350 50 25 365 8 385 12

6-22 455 65 25 415 7 435 375 75 32 415 6 435 16 6-22 455 65 25 390 7 410 420 70 32 395 7 415 16

6-27 480 60 25 465 8 485 420 70 32 465 7 485 16 6-27 480 60 25 435 8 455 455 65 32 440 8 460 16

6-31 495 55 25 500 9 520 455 65 32 500 8 520 20 6-31 495 55 25 465 9 485 455 65 32 470 8 490 16

6-37 550 50 25 545 11 565 540 60 32 545 10 565 20 6-37 500 50 25 510 10 530 480 60 32 520 9 540 20

6-43 585 45 25 600 13 620 600 60 32 620 11 640 20 6-43 600 50 25 575 12 595 540 60 32 590 10 610 20

6-55 700 50 25 700 14 720 660 60 32 715 12 735 25 6-55 650 50 25 665 13 685 660 60 32 680 12 700 25

CONCRETE 40/50 MPa

Unit I P �S �G n X I P �R M r X �T 6-1 200 50 10 70 4 90 100 50 12 70 3 90 8

6-2 180 45 10 115 4 135 120 40 12 115 4 135 8

6-3 200 50 12 135 4 155 180 60 16 135 4 155 8

6-4 200 40 12 155 5 175 150 50 16 155 4 175 8

6-7 250 50 16 205 5 225 220 55 20 205 5 225 8

6-12 360 60 20 275 6 295 300 60 25 275 6 295 10

6-15 360 45 20 305 8 325 300 50 25 305 7 325 12

6-19 360 45 20 350 8 370 350 50 25 350 8 370 12

6-22 455 65 25 375 7 395 350 70 32 375 6 395 16

6-27 480 60 25 415 8 435 390 65 32 415 7 435 16

6-31 495 55 25 450 9 470 455 65 32 450 8 470 16

6-37 500 50 25 490 10 510 480 60 32 495 9 515 16

6-43 550 50 25 545 11 565 540 60 32 565 10 585 20

6-55 600 50 25 630 12 650 600 60 32 645 11 665 25

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 390N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm2, fpk = 1770N/mm2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm2, fpk = 1860N/mm2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance, center spacing may be modified, contact VSL

A Spiral Reinforcement

B Stirrup Reinforcement B Stirrup Reinforcement

B Stirrup Reinforcement

A Spiral Reinforcement A Spiral Reinforcement

OPTION A - SPIRAL REINFORCEMENT

B Stirrup Reinforcement B Stirrup ReinforcementA Spiral Reinforcement A Spiral Reinforcement

OPTION B - STIRRUP REINFORCEMENT

CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-1 160 40 8 90 4 110 90 45 10 90 3 110 8 6-1 180 45 8 85 4 105 90 45 10 85 3 105 8

6-2 220 55 10 145 4 165 160 40 10 145 5 165 8 6-2 220 55 10 135 4 155 165 55 12 135 4 155 8

6-3 225 45 10 175 5 195 180 45 12 175 5 195 8 6-3 200 40 10 160 5 180 180 45 12 160 5 180 8

6-4 275 55 12 200 5 220 200 40 12 200 6 220 8 6-4 275 55 12 185 5 205 210 70 16 185 4 205 8

6-7 280 40 12 265 7 285 250 50 16 265 6 285 10 6-7 280 40 12 245 7 265 250 50 16 245 6 265 10

6-12 400 50 16 350 8 370 360 60 20 350 7 370 12 6-12 350 50 16 325 7 345 330 55 20 325 7 345 12

6-15 405 45 16 395 9 415 400 50 20 395 9 415 16 6-15 360 45 16 365 8 385 360 45 20 365 9 385 12

6-19 440 40 16 445 11 465 405 45 20 445 10 465 16 6-19 400 40 16 415 10 435 405 45 20 415 10 435 16

6-22 480 60 20 480 8 500 455 65 25 480 8 500 16 6-22 480 60 20 445 8 465 455 65 25 445 8 465 16

6-27 550 55 20 535 10 555 540 60 25 535 10 555 20 6-27 495 55 20 495 9 515 480 60 25 495 9 515 16

6-31 550 50 20 575 11 595 540 60 25 575 10 595 20 6-31 550 50 20 535 11 555 495 55 25 535 10 555 20

6-37 630 45 20 630 14 650 600 50 25 630 13 650 25 6-37 585 45 20 580 13 600 550 50 25 580 12 600 20

6-43 715 65 25 680 11 700 675 75 32 680 10 700 25 6-43 650 65 25 630 10 650 600 75 32 630 9 650 25

6-55 780 60 25 770 13 790 700 70 32 770 11 790 25 6-55 720 60 25 715 12 735 700 70 32 715 11 735 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-1 160 40 8 80 4 100 90 45 10 80 3 100 8 6-1 160 40 8 75 4 95 90 45 10 75 3 95 8

6-2 180 45 10 125 4 145 135 45 12 125 4 145 8 6-2 200 50 10 120 4 140 150 50 12 120 4 140 8

6-3 200 40 10 150 5 170 160 40 12 150 5 170 8 6-3 200 40 10 145 5 165 160 40 12 145 5 165 8

6-4 250 50 12 175 5 195 180 60 16 175 4 195 8 6-4 250 50 12 165 5 185 180 60 16 165 4 185 8

6-7 300 60 16 230 5 250 240 40 16 230 7 250 8 6-7 300 60 16 220 5 240 200 40 16 220 6 240 8

6-12 315 45 16 305 7 325 300 50 20 305 7 325 12 6-12 320 40 16 285 8 305 270 45 20 285 7 305 10

6-15 420 60 20 340 7 360 325 65 25 340 6 360 12 6-15 360 60 20 325 6 345 325 65 25 325 6 345 12

6-19 440 55 20 390 8 410 360 60 25 390 7 410 16 6-19 385 55 20 365 7 385 360 60 25 365 7 385 12

6-22 450 50 20 415 9 435 400 50 25 415 9 435 16 6-22 400 50 20 395 8 415 400 50 25 395 9 415 16

6-27 450 45 20 465 10 485 450 50 25 465 10 485 16 6-27 450 45 20 440 10 460 400 50 25 440 9 460 16

6-31 495 45 20 500 11 520 480 80 32 500 7 520 20 6-31 520 65 25 470 8 490 450 75 32 470 7 490 16

6-37 540 60 25 545 9 565 560 70 32 545 9 565 20 6-37 540 60 25 515 9 535 490 70 32 515 8 535 20

6-43 605 55 25 590 11 610 540 60 32 590 10 610 20 6-43 550 55 25 560 10 580 540 60 32 560 10 580 20

6-55 650 50 25 670 13 690 660 60 32 670 12 690 25 6-55 600 50 25 630 12 650 600 60 32 630 11 650 25

CONCRETE 40/50 MPa

Unit I P �S �G n X I P �R M r X �T 6-1 160 40 8 70 4 90 80 40 10 70 3 90 8

6-2 200 50 10 115 4 135 150 50 12 115 4 135 8

6-3 200 40 10 135 5 155 160 40 12 135 5 155 8

6-4 250 50 12 155 5 175 180 60 16 155 4 175 8

6-7 300 60 16 205 5 225 200 40 16 205 6 225 8

6-12 315 45 16 275 7 295 270 45 20 275 7 295 10

6-15 385 55 20 305 7 325 300 60 25 305 6 325 12

6-19 385 55 20 350 7 370 360 60 25 350 7 370 12

6-22 400 50 20 375 8 395 350 50 25 375 8 395 16

6-27 450 45 20 415 10 435 375 75 32 415 6 435 16

6-31 450 45 20 450 10 470 450 75 32 450 7 470 16

6-37 540 60 25 490 9 510 490 70 32 490 8 510 16

6-43 550 55 25 530 10 550 480 60 32 530 9 550 20

6-55 600 50 25 600 12 620 600 60 32 605 11 625 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 460N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance and center spacing may be modified, contact VSL

A Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement A Spiral Reinforcement B Stirrup Reinforcement

OPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement B Stirrup ReinforcementA Spiral Reinforcement B Stirrup Reinforcement

OPTION B - STIRRUP REINFORCEMENT

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Unit Arrangement A B C D Unit Arrangement A B C D

6-1 1 90 90 950 - 5-3 1 230 70 930 -

6-3 1 290 90 950 - 1 310 70 930 -

1 390 90 950 - 2 150 170 930 -

2 190 210 950 - 1 370 70 1130 1280

1 450 90 1150 1300 2 170 190 1130 1280

2 210 230 1150 1300 1 350 190 1130 1280

1 430 230 1150 1300 2 310 270 1280 -

2 390 330 1150 - 1 470 190 1130 1280

1 450 230 1150 1300 2 310 390 1130 1280

2 370 370 1150 1300 1 570 190 1130 1280

1 570 230 1150 1300 2 390 390 1130 1280

2 390 470 1150 1300 1 670 310 1330 1480

1 690 230 1450 1600 2 470 430 1330 1480

2 490 470 1250 1400 1 770 310 1530 1680

1 690 260 1500 1650 2 470 550 1530 1680

2 530 510 1450 1600 1 870 350 1530 1680

1 810 260 1750 1900 2 670 430 1530 1680

2 570 510 1550 1700 3 570 550 1530 1680

1 1050 370 2400 2550 1 1170 350 1830 1980

2 690 510 1850 2000 2 870 430 1830 1980

3 570 670 1830 1980

Min. concrete strength at stressing

20 / 25 fc,cyl / fc,cube in MPa

23 / 28 fc,cyl / fc,cube in MPa

Notes

All dimension in [mm]

System applicable to strands with Ap = 100 mm2 or Ap = 140 mm2 or Ap = 150 mm2

Strands (bulbs) can be arranged either rectangular (Arr. 1) or square (Arr. 2)

System can be used with corrugated steel duct or PT-Plus� duct

5-31

5-37

5-42

6-19

5-4

5-7

5-12

5-19

6-15

5-22

5-55

6-22

6-27

6-31

6-37

Anchorage Type 0.6 Anchorage Type 0.5

6-4

6-7

6-12

Fpk = 279kN

Fpk = 186kN

Max. tendon force

75% of Fpk

80% of Fpk

Nom. strand breaking load

Fpk = 260.4 / 265,5kN

Tension Ring

Duct

Strands

Grout Connection

Spacer Bars

Arrangement 1 rectangular format

Arrangement 2 square format

Crimped Strand Tail Bulb

Multistrand Post-Tensioning System

Unit E �G �R Unit E �G �R 6-1 - - - 5-3 - - -

6-3 - - - 5-4 - - -

6-4 - - - 5-7 155 180 12

6-7 155 200 16 5-12 155 200 12

6-12 155 230 16 5-19 155 230 12

6-15 155 300 16 5-22 155 300 16

6-19 155 300 16 5-31 165 350 16

6-22 155 350 16 5-37 165 350 18

6-27 155 350 20 5-42 165 400 18

6-31 165 400 20 5-55 175 400 20

6-37 175 400 20

Notes

1) Nom. strand breaking load Min. concrete strength at stressing

0,6

0,5

All dimension in [mm]

Min. yield strength for local zone reinforcement fy = 460N/mm 2

X/Y: minimum center spacing = Max (minimum center spacing stressing anchorage; dimension A respectively B of H anchorage + 20mm)

Minimum edge distance: X/2 resp Y/2 + concrete cover

Slab Post-Tensioning System

6-1 - - -

6-3 - - -

6-4 - - -

6-5 - - -

Notes

1) Nom. strand breaking load Min. concrete strength at stressing

0,6

All dimension in [mm]

Min. yield strength for local zone reinforcement fy = 460N/mm 2

General zone reinforcement (secondary prism) not shown. In slabs there is always need to reinforce vertical secondary prism.

2) X= Anchorage spacing. Minimum edge distance: X/2 + concrete cover

Strand 279

Anchorage Type 0.6 (1)

240

310

Fpk = 186kN

Fpk = 279kN

Fpk = 260.4 / 265.5kN

Anchorage Type 0.6 (1)

23 / 28 fc,cyl / fc,cube in MPa

Anchorage Type 0.5 (1)

20 / 25 fc,cyl / fc,cube in MPa

Max. tendon force

75% of Fpk

Strand 260/265

80% of Fpk

Max. tendon force

Fpk = 260.4 / 265.5 / 279kN 20 / 25 fc,cyl / fc,cube in MPa 80% of Fpk

210

270

310

330

Unit E �G �R

360

400

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DEAD END ANCHORAGE TYPE P

Unit Arrangement A B C

6-2 1 180 60 280

6-3 1 230 70 330

6-4 1 260 90 430

6-4 2 150 150 380

6-7 1 270 140 430

6-12 1 280 230 430

6-19 1 370 270 630

6-22 1 420 270 730

6-31 1 600 270 980

6-31 2 480 340 780

6-37 1 720 270 1180

6-37 2 560 340 980

6-43 1 800 270 1280

6-43 2 650 340 1080

6-55 1 1000 270 1780

6-55 2 800 340 1280

28 / 35 fc,cyl / fc,cube in MPa

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or PT-Plus� duct The anchor plate with the compression fittings can be arranged either in rectangular format (Arr. 1) or in square format (Arr. 2)

Nom. strand breaking load Min. concrete strength at stressing

Fpk = 260.4 / 265.5 / 279kN

Strands

Tension Ring

Anchor Plate

Grout Connection

Compression Fittings

Retainer Plates

Duct

Arrangement 1 rectangular format

Arrangement 2 square format

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Multistrand Post-Tensioning

Unit A B C X Y A B C X 1 Y 1 l D ØG ØS P n

6-2 - - - - - 180 60 280 200 150 - - - - - -

6-3 - - - - - 230 70 330 250 200 - - - - - -

6-4 150 150 380 215 215 260 90 430 280 200 - - - - - -

6-7 - - - - - 270 140 430 360 220 300 140 200 16 60 5

6-12 - - - - - 280 230 430 500 270 300 140 230 16 60 5

6-19 - - - - - 370 270 630 550 390 300 140 300 16 60 5

6-22 - - - - - 420 270 730 650 380 300 140 350 16 60 5

6-31 480 340 780 660 530 600 270 980 810 430 360 170 400 20 60 6

6-37 560 340 980 780 530 720 270 1180 960 430 360 170 400 20 60 6

28 / 35 fc,cyl / fc,cube in MPa

Notes

All dimension in [mm]

Min. yield strength for local zone reinforcement fy = 500N/mm 2

1) X/Y = Center spacing of anchorage. Minimum edge distance: X/2 resp Y/2 + concrete cover

Detailing of minimum clearance to edge shall be according to corresponding stressing anchorage

Slab Post-Tensioning

Unit A B C X Y A B C l D ØG ØS P n

6-2 - - - - - 180 70 280 - - - - - -

6-3 - - - - - 230 80 330 - - - - - -

6-4 - - - - - 260 100 430 - - - - - -

6-5 - - - - - 310 110 430 - - - - - -

20 / 25 fc,cyl / fc,cube in MPa

Notes

All dimension in [mm]

Min. yield strength for local zone reinforcement fy = 500N/mm 2

1) X= center spacing of anchorage depending on nom. strand breaking load. Minimum edge distance: X/2 + concrete cover

General zone reinforcement (secondary prism) not shown. In slabs there is always need to reinforce vertical secondary prism.

Fpk = 260.4 / 265.5 / 279kN 80% of Fpk

Arrangement 1 Square

Nom. strand breaking load Min. concrete strength at stressing Max. tendon force

X 260/265 1

210

270

320

350

X 279 1

Arrangement 1 Square Arrangement 2 Rectangular

Nom. strand breaking load Min. concrete strength at stressing

240

310

360

400

Arrangement 2 Rectangular

Max. tendon force

Fpk = 260.4 / 265.5 / 279kN 80% of Fpk

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COUPLER TYPE K

Unit A B C ØD ØF E

6-3 430 160 210 150 76 118

6-4 440 160 220 160 83 118

6-7 560 160 320 190 95 128

6-12 660 160 420 240 121 128

6-15 770 160 530 270 133 128

6-19 770 160 530 280 146 128

6-22 910 160 630 310 159 128

6-27 980 180 690 350 168 150

6-31 970 180 660 360 178 150

6-37 1200 200 870 400 203 168

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with Type GC or E bearing plate

System can be used with corrugated steel duct or PT-Plus� duct

Compresion Fitting

Steel Band

Coupling Head K

Grout Connection

Trumpet K

Tension Ring

Duct

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Unit A B C D F G H

6-2 140 70 90 65 450 620 180

6-4 170 80 100 70 900 1130 210

6-6 210 100 140 90 1000 1320 250

6-12 300 160 160 100 1350 1910 340

6-22 400 190 250 145 1500 2290 440

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or with PT-Plus� duct �L: movement of coupling head due to tendon extensions

Strands

Tension Ring

Coupling Head

Duct

Retainer Plates

Duct

Recess in Structural Concrete

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DEAD END ANCHORAGE TYPE AF

Unit ØA B C D

6-4 240 700 60 800

6-7 250 700 60 800

6-12 265 700 60 800

6-15 285 700 60 800

6-19 315 700 60 800

6-22 333 750 60 850

6-27 353 800 60 890

6-31 380 900 60 1000

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

Minimum in-fill grout strength at time of stressing fc, cube = 100 MPa

System can be used with corrugated steel duct or PT-Plus� duct

Strands with Compression Fittings

Base Plate

High strength Grout in-fill

Anchorage Body (Casting)

2nd Injection (Tendon Grout)

1st Injection (High Strength Grout)

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OPTION B - STIRRUP REINFORCEMENT

Srand Fpk= 265 kN

Min. yield strength for local zone reinforcement fy = 390 N/mm 2

Unit F I P ØS ØG n X F I P ØR M r X ØS

6-4 60 450 50 8 235 9 255 45 385 55 10 235 8 255 8

6-7 60 450 45 12 295 10 315 45 420 60 16 295 8 315 10

6-12 60 450 50 16 370 9 390 45 385 55 20 370 8 390 16

6-15 60 440 40 16 415 11 435 45 405 45 20 415 10 435 16

6-19 60 495 55 20 465 9 485 45 455 65 25 465 8 485 16

6-22 70 550 50 20 495 11 515 45 495 55 25 495 10 515 16

6-27 70 560 70 25 545 8 565 45 550 50 25 545 11 565 20

6-31 70 650 65 25 585 10 605 45 600 75 32 585 9 605 20

Srand Fpk= 265 kN

Min. yield strength for local zone reinforcement fy = 460 N/mm 2

Unit F I P ØS ØG n X F I P ØR M r X ØS

6-4 60 420 60 8 235 7 255 45 420 70 10 235 7 255 8

6-7 60 440 55 12 295 8 315 45 420 70 16 295 7 315 10

6-12 60 440 55 16 370 8 390 45 390 65 20 370 7 390 16

6-15 60 450 50 16 415 9 435 45 440 55 20 415 9 435 16

6-19 60 495 45 16 465 11 485 45 450 50 20 465 10 485 16

6-22 70 540 60 20 495 9 515 45 490 70 25 495 8 515 16

6-27 70 550 55 20 545 10 565 45 540 60 25 545 10 565 20

6-31 70 650 50 20 585 13 605 45 605 55 25 585 12 605 20

Srand Fpk= 279 kN

Min. yield strength for local zone reinforcement fy = 500 N/mm 2

Unit F I P �S �G n X F I P ØR M r X ØS 6-4 60 450 50 12 240 9 260 45 400 50 12 240 9 260 10

6-7 60 420 70 16 305 6 325 45 400 50 16 305 9 325 12

6-12 60 450 50 16 390 9 410 45 385 55 20 390 8 410 16

6-15 60 450 45 16 435 10 455 45 450 50 20 435 10 455 16

6-19 60 480 40 16 485 12 505 45 495 45 20 485 12 505 16

6-22 70 520 40 16 520 13 540 45 490 70 25 520 8 540 20

6-27 70 550 55 20 575 10 595 45 540 60 25 575 10 595 20

6-31 70 660 55 20 615 12 635 45 600 60 25 615 11 635 20

�� All dimension in [mm] Strand Ap = 150mm

2, fpk = 1770N/mm 2 (GUTS), Fpk = 265,5kN

Min. required concrete strength fc, cylinder / fc, cube =28/35 MPa at stressing Strand Ap = 150mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 279kN

X = minimal center spacing between anchorages For maximum tendon force refer to 4.2.8

For calculation of minimum edge distance refer to 4.4.1

Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

B Stirrup Reinforcement

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Required cross-sectional area of hairpin bars if anchorage is an intermediate anchorage (~ 1/4 of 2 x Po anchored behind tendon

at ~ 50% · fy ):

As.n = Po.�

As [mm 2] cross-sectional area of one hairpin bar

n [-] number of hairpin bars

Po [kN] Prestressing force in the tendon

fAext [mm] External diameter of duct

T [mm] Concrete thickness

X [mm] Required anchoring length according to applicable standard

fy [N/mm2] Yield strength of hairpin bars: min. 390 N/mm2

Min. required concrete strength fc, cylinder / fc, cube =23/28 MPa at time of stressing

Concrete cover to ducts shall not be less than the external diameter of the ducts

Arrangement of multiple L anchorages depending on available concrete thickness

T�3·ØA ext T�4·ØA ext T�4·ØA ext

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DEAD END ANCHORAGE TYPE L

Unit Ø A

internal/external

Ø B

internal/external R min

Ø A

internal/external

Ø B

internal/external R min

6-2 50/55 45/50 600 50/55 45/50 600

6-3 50/55 45/50 600 50/55 45/50 600

6-4 55/60 50/55 600 55/60 50/55 650

6-7 75/82 60/67 750 75/82 60/67 850

6-12 90/97 80/87 1000 90/97 80/87 1100

6-19 110/117 95/102 1300 110/117 95/102 1400

6-22 110/117 95/102 1500 120/127 110/117 1500

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

System can be used with corrugated steel duct or with PT-Plus� duct For larger units contact VSL

For strands with Fpk = 260.4 / 265.5 kN For strands with Fpk = 279 kN

Duct

Smooth Steel or Smooth HDPE Pipe

Grout Connection Grout Connection

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Unit ØC ØD E ØH �� J�� øK A B F A B F

5-1 15 42 45 25 70 ø5 65 15 85 65 15 85

5-3 50 90 50 40 110 M10 115 15 210 115 15 210

5-4 55 90 50 45 125 M10 130 20 215 125 20 210

5-7 74 110 55 55 210 M10 175 30 220 160 25 215

5-12 104 150 60 65 210 M10 230 35 410 210 30 405

5-19 135 180 75 80 250 M16 290 45 520 265 40 510

5-22 150 190 85 85 260 M16 315 50 530 290 45 525

5-31 172 230 95 100 310 M16 370 60 610 340 50 605

5-37 188 240 105 120 320 M16 405 70 640 370 60 630

5-43 216 260 110 130 350 M16 445 75 750 405 65 740

5-55 230 290 130 140 390 M16 500 85 760 450 75 750

Notes

All dimensions in [mm]

System applicable to strands with Ap = 100 mm2

Concrete strength is defined as minimum required fc,cyl / fc,cube in MPa at time of stressing

(1) J- spacing of bolts for fixation to formwork

(2) ØH-Inner dia of the trumpet

Concrete

28/35 & 32/40 MPa

Concrete

36/45 & 40/50 MPa

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CONCRETE 28/35 MPA CONCRETE 32/40 MPA

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-1 220 55 8 65 4 85 80 40 8 65 3 85 8 5-1 210 70 8 65 3 85 100 50 8 65 3 85 8

5-3 180 45 10 130 4 150 135 45 12 130 4 150 8 5-3 180 45 10 120 4 140 135 45 12 120 4 140 8

5-4 200 40 10 150 5 170 160 40 12 150 5 170 8 5-4 200 40 10 140 5 160 160 40 12 140 5 160 8

5-7 225 45 12 200 5 220 220 55 16 200 5 220 8 5-7 225 45 12 190 5 210 220 55 16 190 5 210 8

5-12 300 60 16 270 5 290 280 40 16 270 8 290 10 5-12 300 60 16 250 5 270 240 40 16 250 7 270 10

5-19 360 45 16 340 8 360 350 50 20 340 8 360 12 5-19 360 45 16 320 8 340 300 50 20 320 7 340 12

5-22 400 40 16 370 10 390 360 45 20 370 9 390 16 5-22 360 40 16 345 9 365 315 45 20 345 8 365 12

5-31 440 55 20 440 8 460 420 60 25 440 8 460 16 5-31 440 55 20 410 8 430 420 60 25 410 8 430 16

5-37 495 55 20 485 9 505 480 60 25 485 9 505 16 5-37 495 55 20 455 9 475 440 55 25 455 9 475 16

5-43 550 50 20 525 11 545 500 50 25 525 11 545 20 5-43 495 45 20 490 11 510 450 50 25 490 10 510 16

5-55 585 45 20 595 13 615 550 50 25 595 12 615 20 5-55 540 45 20 555 12 575 560 80 32 555 8 575 20

CONCRETE 36/45 MPA CONCRETE 40/50 MPA

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-1 210 70 8 65 3 85 65 65 8 65 2 85 8 5-1 210 70 8 65 3 85 70 70 8 65 2 85 8

5-3 200 50 10 115 4 135 135 45 12 115 4 135 8 5-3 240 60 10 115 4 135 120 40 10 115 4 135 8

5-4 220 55 12 130 4 150 130 65 16 130 3 150 8 5-4 200 40 10 125 5 145 120 40 12 125 4 145 8

5-7 240 40 12 180 6 200 200 50 16 180 5 200 8 5-7 200 40 12 170 5 190 200 50 16 170 5 190 8

5-12 300 50 16 235 6 255 220 55 20 235 5 255 8 5-12 275 55 16 225 5 245 220 55 20 225 5 245 8

5-19 320 40 16 300 8 320 325 65 25 300 6 320 10 5-19 320 40 16 285 8 305 260 65 25 285 5 305 10

5-22 360 60 20 325 6 345 300 60 25 325 6 345 12 5-22 360 60 20 310 6 330 300 60 25 310 6 330 12

5-31 400 50 20 390 8 410 385 55 25 390 8 410 16 5-31 400 50 20 370 8 390 385 55 25 370 8 390 16

5-37 450 50 20 430 9 450 400 50 25 430 9 450 16 5-37 405 45 20 405 9 425 400 50 25 405 9 425 16

5-43 520 65 25 465 8 485 450 75 32 465 7 485 16 5-43 455 65 25 440 7 460 420 70 32 440 7 460 16

5-55 540 60 25 525 9 545 490 70 32 525 8 545 20 5-55 540 60 25 500 9 520 455 65 32 500 8 520 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 460N/mm 2 X = minimal center spacing between anchorages

Concrete: minimum required strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 100mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 186kN n = number of spiral turns including first and last required as anchorage length

Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION B - STIRRUP REINFORCEMENTOPTION A - SPIRAL REINFORCEMENT

B Stirrup ReinforcementA Spiral ReinforcementA Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement A Spiral Reinforcement B Stirrup Reinforcement

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CONCRETE 28/35 MPa CONCRETE 32/40 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-1 180 45 8 65 4 85 110 55 10 65 3 85 8 5-1 220 55 8 65 4 85 80 40 8 65 3 85 8

5-3 200 40 10 130 5 150 120 40 12 130 4 150 8 5-3 220 55 12 120 4 140 130 65 16 120 3 140 8

5-4 200 50 12 150 4 170 180 60 16 150 4 170 8 5-4 200 50 12 140 4 160 180 60 16 140 4 160 8

5-7 325 65 16 200 5 220 180 45 16 200 5 220 8 5-7 280 70 16 190 4 210 180 45 16 190 5 210 8

5-12 300 50 16 270 6 290 275 55 20 270 6 290 10 5-12 300 50 16 250 6 270 250 50 20 250 6 270 10

5-19 360 40 16 340 9 360 325 65 25 340 6 360 12 5-19 320 40 16 320 8 340 325 65 25 320 6 340 12

5-22 385 55 20 370 7 390 360 60 25 370 7 390 16 5-22 385 55 20 345 7 365 360 60 25 345 7 365 12

5-31 450 50 20 440 9 460 400 50 25 440 9 460 16 5-31 405 45 20 410 9 430 400 50 25 410 9 430 16

5-37 495 45 20 485 11 505 450 50 25 485 10 505 16 5-37 450 45 20 455 10 475 480 80 32 455 7 475 16

5-43 585 65 25 525 9 545 490 70 32 525 8 545 20 5-43 540 60 25 490 9 510 490 70 32 490 8 510 16

5-55 600 60 25 595 10 615 585 65 32 595 10 615 20 5-55 550 55 25 555 10 575 520 65 32 555 9 575 20

CONCRETE 36/45 MPa CONCRETE 40/50 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-1 210 70 8 65 3 85 110 55 8 65 3 85 8 5-1 210 70 8 65 3 85 70 70 8 65 2 85 8

5-3 160 40 10 115 4 135 120 40 12 115 4 135 8 5-3 200 50 10 115 4 135 135 45 12 115 4 135 8

5-4 225 45 12 130 5 150 165 55 16 130 4 150 8 5-4 225 45 12 125 5 145 165 55 16 125 4 145 8

5-7 260 65 16 180 4 200 200 40 16 180 6 200 8 5-7 260 65 16 170 4 190 160 40 16 170 5 190 8

5-12 270 45 16 235 6 255 225 45 20 235 6 255 8 5-12 270 45 16 225 6 245 225 45 20 225 6 245 8

5-19 330 55 20 300 6 320 275 55 25 300 6 320 10 5-19 330 55 20 285 6 305 275 55 25 285 6 305 10

5-22 350 50 20 325 7 345 300 50 25 325 7 345 12 5-22 350 50 20 310 7 330 300 50 25 310 7 330 12

5-31 405 45 20 390 9 410 375 75 32 390 6 410 16 5-31 405 45 20 370 9 390 375 75 32 370 6 390 16

5-37 455 65 25 430 7 450 420 70 32 430 7 450 16 5-37 480 60 25 405 8 425 420 70 32 405 7 425 16

5-43 495 55 25 465 9 485 420 60 32 465 8 485 16 5-43 495 55 25 440 9 460 420 60 32 440 8 460 16

5-55 550 50 25 525 11 545 480 60 32 530 9 550 20 5-55 500 50 25 500 10 520 480 60 32 505 9 525 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 390N/mm 2 X = minimal center spacing between anchorages

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 100mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 186kN n = number of spiral turns including first and last required as anchorage length

Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION B - STIRRUP REINFORCEMENTOPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement B Stirrup Reinforcement B Stirrup ReinforcementA Spiral Reinforcement

A Spiral Reinforcement A Spiral ReinforcementB Stirrup Reinforcement B Stirrup Reinforcement

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Unit A B ØC ØD E F ØH(2) J (1) ØK

5-4 135 100 42 90 46 100 42 134 11

5-7 165 100 57 110 51 100 57 177 11

5-12 215 160 75 150 56 160 75 212 11

5-19 265 210 90 180 71 210 100 283 11

5-22 290 215 100 190 80 215 100 318 11

5-27 315 300 100 220 85 300 100 354 11

5-31 315 300 110 230 90 300 110 354 11

5-37 370 320 120 240 100 320 120 431 11

5-42 390 340 129 260 105 340 129 460 11

5-48 430 340 138 280 125 340 138 516 11

5-55 465 340 153 290 125 340 153 566 13

Notes

All dimensions in [mm]

System applicable to strands with Ap = 100 mm2

(1) J- spacing of bolts for fixation to formwork

(2) ØH-Inner exit diameter of casting

Tape

Wedges

Bearing Plate (casting)

Grout Connection

Anchor Head

Strands

Duct

Anchor Head

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CONCRETE 20/25 MPa CONCRETE 24/30 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 200 40 10 180 5 200 200 40 12 180 6 200 8 5-4 220 55 12 160 4 180 160 40 12 160 5 180 8

5-7 280 40 12 240 7 260 220 55 16 240 5 260 10 5-7 240 40 12 220 6 240 220 55 16 220 5 240 8

5-12 360 60 16 320 6 340 320 40 16 320 9 340 12 5-12 330 55 16 290 6 310 280 40 16 290 8 310 10

5-19 405 45 16 405 9 425 400 50 20 405 9 425 16 5-19 405 45 16 370 9 390 350 50 20 370 8 390 16

5-22 440 40 16 435 11 455 400 50 20 435 9 455 16 5-22 400 40 16 400 10 420 400 50 20 400 9 420 16

5-27 480 40 16 485 12 505 450 45 20 485 11 505 16 5-27 440 40 16 445 11 465 405 45 20 445 10 465 16

5-31 550 55 20 520 10 540 520 65 25 520 9 540 20 5-31 495 55 20 475 9 495 480 60 25 475 9 495 16

5-37 550 55 20 575 10 595 540 60 25 575 10 595 20 5-37 550 50 20 525 11 545 480 60 25 525 9 545 20

5-42 600 50 20 610 12 630 550 55 25 610 11 630 20 5-42 550 50 20 560 11 580 550 55 25 560 11 580 20

5-48 630 45 20 655 14 675 605 55 25 655 12 675 25 5-48 585 45 20 595 13 615 550 50 25 595 12 615 20

5-55 675 45 20 700 15 720 650 50 25 700 14 720 25 5-55 650 65 25 640 10 660 600 50 25 640 13 660 25

CONCRETE 28/35 MPa CONCRETE 32/40 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 200 40 10 150 5 170 160 40 12 150 5 170 8 5-4 200 40 10 140 5 160 160 40 12 140 5 160 8

5-7 240 40 12 200 6 220 200 50 16 200 5 220 8 5-7 240 40 12 190 6 210 220 55 16 190 5 210 8

5-12 330 55 16 270 6 290 280 40 16 270 8 290 10 5-12 330 55 16 250 6 270 240 40 16 250 7 270 10

5-19 360 45 16 340 8 360 350 50 20 340 8 360 12 5-19 360 45 16 320 8 340 300 50 20 320 7 340 12

5-22 400 40 16 370 10 390 360 45 20 370 9 390 16 5-22 360 40 16 345 9 365 315 45 20 345 8 365 12

5-27 420 60 20 410 7 430 405 45 20 410 10 430 16 5-27 400 40 16 385 10 405 360 45 20 385 9 405 16

5-31 450 50 20 440 9 460 420 60 25 440 8 460 16 5-31 450 50 20 410 9 430 420 60 25 410 8 430 16

5-37 500 50 20 485 10 505 480 60 25 485 9 505 16 5-37 450 50 20 455 9 475 420 60 25 455 8 475 16

5-42 500 50 20 520 10 540 495 55 25 520 10 540 20 5-42 500 50 20 485 10 505 440 55 25 485 9 505 16

5-48 540 45 20 555 12 575 500 50 25 555 11 575 20 5-48 540 45 20 520 12 540 495 55 25 520 10 540 20

5-55 630 70 25 595 9 615 550 50 25 595 12 615 20 5-55 540 45 20 555 12 575 500 50 25 555 11 575 20

CONCRETE 36/45 MPa CONCRETE 40/50 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 180 45 10 135 4 155 135 45 12 135 4 155 8 5-4 220 55 10 135 4 155 160 40 10 135 5 155 8

5-7 225 45 12 180 5 200 165 50 16 180 4 200 8 5-7 225 45 12 170 5 190 165 55 16 170 4 190 8

5-12 275 55 16 235 5 255 240 40 16 235 7 255 8 5-12 300 60 16 225 5 245 240 40 16 225 7 245 8

5-19 315 45 16 300 7 320 300 50 20 300 7 320 10 5-19 315 45 16 285 7 305 275 55 20 285 6 305 10

5-22 360 40 16 325 9 345 300 50 20 325 7 345 12 5-22 360 45 16 310 8 330 300 50 20 310 7 330 12

5-27 360 40 16 365 9 385 360 45 20 365 9 385 12 5-27 360 40 16 345 9 365 315 45 20 345 8 365 12

5-31 440 55 20 390 8 410 360 60 25 390 7 410 16 5-31 385 55 20 370 7 390 360 60 25 370 7 390 16

5-37 440 55 20 430 8 450 420 60 25 430 8 450 16 5-37 440 55 20 405 8 425 420 60 25 405 8 425 16

5-42 450 50 20 460 9 480 440 55 25 460 9 480 16 5-42 450 50 20 435 9 455 420 60 25 405 8 425 16

5-48 500 50 20 490 10 510 495 55 25 490 10 510 20 5-48 500 50 20 465 10 485 440 55 25 435 8 455 16

5-55 540 45 20 525 12 545 500 50 25 525 11 545 20 5-55 495 45 20 500 11 520 495 55 25 500 10 520 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 390N/mm 2 X = minimal center spacing between anchorages

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 100mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 186kN n = number of spiral turns including first and last required as anchorage length

Reinforcement, edge distance, center spacing may be modified, contact VSL

A Spiral Reinforcement A Spiral Reinforcement

B Stirrup ReinforcementB Stirrup Reinforcement A Spiral ReinforcementA Spiral Reinforcement

B Stirrup Reinforcement B Stirrup Reinforcement

OPTION A - SPIRAL REINFORCEMENT

B Stirrup Reinforcement B Stirrup ReinforcementA Spiral Reinforcement A Spiral Reinforcement

OPTION B - STIRRUP REINFORCEMENTOPTION A - SPIRAL REINFORCEMENT

CONCRETE 20/25 MPa CONCRETE 24/30 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 250 50 10 180 5 200 200 50 12 180 5 200 8 5-4 225 45 10 160 5 180 180 45 12 160 5 180 8

5-7 300 50 12 240 6 260 260 65 16 240 5 260 10 5-7 250 50 12 220 5 240 260 65 16 220 5 240 8

5-12 320 40 12 320 8 340 300 50 16 320 7 340 12 5-12 325 65 16 290 5 310 300 50 16 290 7 310 10

5-19 440 55 16 405 8 425 400 40 16 405 11 425 16 5-19 385 55 16 370 7 390 360 40 16 370 10 390 16

5-22 450 50 16 435 9 455 420 60 20 435 8 455 16 5-22 400 50 16 400 8 420 360 60 20 400 7 420 16

5-27 495 45 16 485 11 505 440 55 20 485 9 505 16 5-27 450 45 16 445 10 465 440 55 20 445 9 465 16

5-31 520 40 16 520 13 540 500 50 20 520 11 540 20 5-31 480 40 16 475 12 495 450 45 20 475 11 495 16

5-37 560 40 16 575 14 595 540 45 20 575 13 595 20 5-37 520 40 16 525 13 545 495 45 20 525 12 545 20

5-42 600 60 20 610 10 630 585 45 20 610 14 630 20 5-42 540 60 20 560 9 580 520 65 25 560 9 580 20

5-48 660 55 20 655 12 675 650 65 25 655 11 675 25 5-48 605 55 20 595 11 615 585 65 25 595 10 615 20

5-55 700 50 20 700 14 720 660 60 25 700 12 720 25 5-55 650 50 20 640 13 660 600 60 25 640 11 660 25

CONCRETE 28/35 MPa CONCRETE 32/40 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 225 45 10 150 5 170 150 50 12 150 4 170 8 5-4 200 50 10 140 4 160 150 50 12 140 4 160 8

5-7 225 45 12 200 5 220 180 60 16 200 4 220 8 5-7 250 50 12 190 5 210 195 65 16 190 4 210 8

5-12 350 70 16 270 5 290 250 50 16 270 6 290 10 5-12 325 65 16 250 5 270 225 45 16 250 6 270 10

5-19 385 55 16 340 7 360 320 40 16 340 9 360 12 5-19 385 55 16 320 7 340 320 40 16 320 9 340 12

5-22 400 50 16 370 8 390 385 55 20 370 8 390 16 5-22 350 50 16 345 7 365 330 55 20 345 7 365 12

5-27 405 45 16 410 9 430 400 50 20 410 9 430 16 5-27 405 45 16 385 9 405 385 55 20 385 8 405 16

5-31 440 40 16 440 11 460 405 45 20 440 10 460 16 5-31 400 40 16 410 10 430 405 45 20 410 10 430 16

5-37 480 40 16 485 12 505 450 45 20 485 11 505 16 5-37 440 40 16 455 11 475 450 45 20 455 11 475 16

5-42 540 60 20 520 9 540 520 65 25 520 9 540 20 5-42 480 60 20 485 8 505 455 65 25 485 8 505 16

5-48 550 55 20 555 10 575 520 65 25 555 9 575 20 5-48 550 55 20 520 10 540 520 65 25 520 9 540 20

5-55 600 50 20 595 12 615 540 60 25 595 10 615 20 5-55 550 50 20 555 11 575 540 60 25 555 10 575 20

CONCRETE 36/45 MPa CONCRETE 40/50 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 5-4 220 55 10 135 4 155 165 55 12 135 4 155 8 5-4 180 45 8 135 4 155 150 50 10 135 4 155 8

5-7 250 50 12 180 5 200 195 65 16 180 4 200 8 5-7 220 55 12 170 4 190 160 40 12 170 5 190 8

5-12 350 70 16 235 5 255 250 50 16 235 6 255 8 5-12 240 40 12 225 6 245 250 50 16 225 6 245 8

5-19 330 55 16 300 6 320 280 40 16 300 8 320 10 5-19 330 55 16 285 6 305 280 40 16 285 8 305 10

5-22 350 50 16 325 7 345 300 60 20 325 6 345 12 5-22 330 55 16 310 6 330 280 40 16 310 8 330 12

5-27 400 50 16 365 8 385 330 55 20 365 7 385 12 5-27 350 50 16 345 7 365 330 55 20 345 7 365 12

5-31 400 40 16 390 10 410 360 45 20 390 9 410 16 5-31 400 40 16 370 10 390 360 45 20 370 9 390 16

5-37 440 40 16 430 11 450 405 45 20 430 10 450 16 5-37 400 40 16 405 10 425 405 45 20 405 10 425 16

5-42 440 40 16 460 11 480 450 45 20 460 11 480 16 5-42 440 40 16 435 11 455 405 45 20 435 10 455 16

5-48 480 60 20 490 8 510 455 65 25 490 8 510 16 5-48 480 40 16 465 12 485 450 45 20 465 11 485 16

5-55 550 55 20 525 10 545 480 60 25 525 9 545 20 5-55 495 55 20 500 9 520 455 65 25 500 8 520 20

Notes

All dimension in [mm]

Min. yield strength for local zone reinforcement fy = 460N/mm 2 For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing X = minimal center spacing between anchorages

Strand Ap = 100mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 186kN For calculation of minimum edge distance refer to 4.4.1

n = number of spiral turns including first and last required as anchorage length

Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION B - STIRRUP REINFORCEMENT

A Spiral Reinforcement B Stirrup ReinforcementA Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

B Stirrup Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement A Spiral Reinforcement

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OPTION B - STIRRUP REINFORCEMENT

CONCRETE 25/30 MPA CONCRETE 28/35 MPA

Unit I P �S �G n X I P �R M r X Unit I P �S �G n X I P �R M r X 6-3 225 45 10 185 5 205 180 45 12 185 5 205 6-3 220 55 10 180 4 200 200 50 12 180 5 200

6-4 275 55 12 215 5 235 200 40 12 215 6 235 6-4 275 55 12 200 5 220 210 70 16 200 4 220

6-7 320 40 12 285 8 305 300 50 16 285 7 305 6-7 280 40 12 265 7 285 250 50 16 265 6 285

6-12 385 55 16 380 7 400 360 60 20 380 7 400 6-12 400 50 16 350 8 370 330 55 20 350 7 370

6-15 440 40 16 425 11 445 405 45 20 425 10 445 6-15 400 40 16 395 10 415 360 45 20 395 9 415

6-19 480 40 16 480 12 500 450 45 20 480 11 500 6-19 440 40 16 445 11 465 420 70 25 445 7 465

6-22 540 60 20 520 9 540 520 65 25 520 9 540 6-22 495 55 20 480 9 500 480 60 25 480 9 500

6-27 550 50 20 575 11 595 550 55 25 575 11 595 6-27 540 45 20 530 12 550 500 50 25 530 11 550

6-31 600 50 20 620 12 640 605 55 25 620 12 640 6-31 550 50 20 575 11 595 550 55 25 575 11 595

6-37 630 45 20 675 14 695 650 50 25 675 14 695 6-37 630 45 20 625 14 645 640 80 32 625 9 645

6-43 720 60 25 730 12 750 700 70 32 730 11 750 6-43 660 60 25 675 11 695 630 70 32 675 10 695

CONCRETE 32/40 MPA CONCRETE 36/45 MPA

Unit I P �S �G n X I P �R M r X Unit I P �S �G n X I P �R M r X 6-3 225 45 8 180 5 200 180 45 10 180 5 200 6-3 260 65 8 180 4 200 180 45 8 180 5 200

6-4 275 55 12 185 5 205 195 65 16 185 4 205 6-4 200 40 10 180 5 200 200 40 12 180 6 200

6-7 280 40 12 250 7 270 275 55 16 250 6 270 6-7 270 45 12 235 6 255 220 55 16 235 5 255

6-12 350 50 16 325 7 345 330 55 20 325 7 345 6-12 350 50 16 310 7 330 330 55 20 310 7 330

6-15 400 40 16 370 10 390 390 65 25 370 7 390 6-15 360 40 16 350 9 370 325 65 25 350 6 370

6-19 420 60 20 415 7 435 390 65 25 415 7 435 6-19 400 40 16 395 10 415 390 65 25 395 7 415

6-22 495 55 20 450 9 470 420 60 25 450 8 470 6-22 440 55 20 425 8 445 420 60 25 425 8 445

6-27 495 45 20 495 11 515 450 50 25 495 10 515 6-27 495 45 20 470 11 490 450 50 25 470 10 490

6-31 540 45 20 535 12 555 500 50 25 535 11 555 6-31 495 45 20 505 11 525 500 50 25 505 11 525

6-37 630 70 25 585 9 605 600 75 32 585 9 605 6-37 585 65 25 550 9 570 525 75 32 550 8 570

6-43 660 55 25 635 12 655 585 65 32 635 10 655 6-43 605 55 25 600 11 620 585 65 32 600 10 620

CONCRETE 40/50 MPA CONCRETE 50/62.5 MPA

Unit I P �S �G n X I P �R M r X Unit I P �S �G n X I P �R M r X 6-3 280 70 8 180 4 200 210 70 8 180 4 200 6-3 280 70 8 180 4 200 210 70 8 180 4 200

6-4 250 50 10 180 5 200 200 50 12 180 5 200 6-4 240 60 8 180 4 200 200 40 8 180 6 200

6-7 250 50 12 230 5 250 240 60 16 230 5 250 6-7 250 50 10 230 5 250 250 50 12 230 6 250

6-12 350 50 16 295 7 315 275 55 20 295 6 315 6-12 315 45 16 260 7 280 250 50 20 260 6 280

6-15 360 40 16 330 9 350 325 65 25 330 6 350 6-15 330 55 20 300 6 320 275 55 25 300 6 320

6-19 400 40 16 375 10 395 390 65 25 375 7 395 6-19 385 55 20 335 7 355 330 55 25 335 7 355

6-22 440 55 20 405 8 425 420 60 25 405 8 425 6-22 400 50 20 360 8 380 350 50 25 360 8 380

6-27 450 45 20 445 10 465 480 80 32 445 7 465 6-27 455 65 25 400 7 420 420 70 32 400 7 420

6-31 495 45 20 480 11 500 450 50 25 480 10 500 6-31 455 65 25 430 7 450 450 75 32 430 7 450

6-37 560 70 25 525 8 545 525 75 32 525 8 545 6-37 520 60 25 470 8 490 455 65 32 470 8 490

6-43 605 55 25 570 11 590 540 60 32 570 10 590 6-43 500 50 25 510 10 530 480 60 32 525 9 545

Notes

All dimension in [mm] X = minimal center spacing between anchorages

Min. yield strength for local zone reinforcement fy = 500N/mm2 For calculation of minimum edge distance refer to 4.4.1

Min. required concrete strength fc,cylinder /fc, cube in MPa at stressing n = number of spiral turns including first and last required as anchorage length

Strand Ap = 150mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 279kN Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION A - SPIRAL REINFORCEMENT

A Spiral Reinforcement A Spiral Reinforcement

A Spiral Reinforcement

For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

B Stirrup Reinforcement

B Stirrup ReinforcementB Stirrup Reinforcement

B Stirrup Reinforcement

B Stirrup Reinforcement B Stirrup ReinforcementA Spiral Reinforcement

A Spiral Reinforcement A Spiral Reinforcement

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6-3 180 135 76 116 55 500 64 210 M12 120

6-4 180 135 76 116 55 500 64 210 M12 120

6-7 230 220 92 148 62 500 79 264 M16 135

6-12 260 240 113 186 68 445 97 316 M16 145

6-15 290 150 131 196 73 600 113 354 M16 155

6-19 320 150 153 218 78 600 113 400 M16 160

6-22 350 170 164 236 85 600 129 430 M16 170

6-27 375 170 173 248 90 750 129 470 M16 180

6-31 410 170 196 276 98 750 150 524 M16 200

6-37 470 180 230 316 105 935 150 420 M20 215

6-43 520 180 240 326 118 1035 170 452 M20 230

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

(1) J-spacing of bolts for fixation to formwork

(2) ØH-Inner diameter of external duct.

Bearing Plate (Casting)

External Trumpet and Duct (Cast In)

Grout Connection

Duct Coupler

Strands

Bellmouth Shaped Exit (Concrete)

Wedges

Anchor Head

Duct (HDPE)

Protection Cap

Internal Trumpet

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CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 225 45 10 180 5 200 200 40 12 180 6 200 8 6-3 220 55 10 180 4 200 200 40 10 180 6 200 8

6-4 225 45 12 200 5 220 220 55 16 200 5 220 8 6-4 225 45 12 185 5 205 220 55 16 185 5 205 8

6-7 300 60 16 265 5 285 270 45 16 265 7 285 10 6-7 300 60 16 245 5 265 240 40 16 245 7 265 10

6-12 360 45 16 350 8 370 350 50 20 350 8 370 12 6-12 360 40 16 325 9 345 315 45 20 325 8 345 12

6-15 440 55 20 395 8 415 360 60 25 395 7 415 16 6-15 385 55 20 370 7 390 385 55 25 370 8 390 16

6-19 450 50 20 445 9 465 440 55 25 445 9 465 16 6-19 450 50 20 415 9 435 385 55 25 415 8 435 16

6-22 495 45 20 480 11 500 450 50 25 480 10 500 16 6-22 450 45 20 445 10 465 450 50 25 445 10 465 16

6-27 585 65 25 535 9 555 525 75 32 535 8 555 20 6-27 540 60 25 495 9 515 490 70 32 495 8 515 16

6-31 585 65 25 575 9 595 525 75 32 575 8 595 20 6-31 585 65 25 535 9 555 525 75 32 535 8 555 20

6-37 660 60 25 630 11 650 630 70 32 630 10 650 25 6-37 605 55 25 580 11 600 585 65 32 580 10 600 20

6-43 650 50 25 680 13 700 660 60 32 680 12 700 25 6-43 600 50 25 630 12 650 600 60 32 645 11 665 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 220 55 8 180 4 200 180 60 10 180 4 200 8 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8

6-4 250 50 12 180 5 200 195 65 16 180 4 200 8 6-4 225 45 10 180 5 200 180 45 12 180 5 200 8

6-7 325 65 16 230 5 250 225 45 16 230 6 250 8 6-7 270 45 12 230 6 250 220 55 16 230 5 250 8

6-12 320 40 16 305 8 325 315 45 20 305 8 325 12 6-12 320 40 16 285 8 305 270 45 20 285 7 305 10

6-15 400 50 20 345 8 365 330 55 25 345 7 365 12 6-15 350 50 20 325 7 345 300 50 25 325 7 345 12

6-19 400 50 20 390 8 410 385 55 25 390 8 410 16 6-19 400 50 20 365 8 385 350 50 25 365 8 385 12

6-22 450 45 20 420 10 440 400 50 25 420 9 440 16 6-22 405 45 20 395 9 415 400 80 32 395 6 415 16

6-27 480 60 25 465 8 485 420 70 32 465 7 485 16 6-27 480 60 25 435 8 455 455 65 32 435 8 455 16

6-31 540 60 25 500 9 520 490 70 32 500 8 520 20 6-31 480 60 25 470 8 490 490 70 32 470 8 490 16

6-37 550 55 25 545 10 565 540 60 32 545 10 565 20 6-37 550 55 25 515 10 535 480 60 32 515 9 535 20

6-43 600 50 25 600 12 620 600 60 32 615 11 635 20 6-43 550 50 25 570 11 590 540 60 32 585 10 605 20

CONCRETE 40/50 MPa CONCRETE 50/62.5 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8

6-4 200 40 8 180 5 200 200 40 10 180 6 200 8 6-4 280 70 8 180 4 200 210 70 8 180 4 200 8

6-7 240 40 10 230 6 250 240 40 12 230 7 250 8 6-7 250 50 8 230 5 250 220 55 10 230 5 250 8

6-12 315 45 16 275 7 295 250 50 20 275 6 295 10 6-12 300 50 16 260 6 280 275 55 20 260 6 280 10

6-15 350 50 20 310 7 330 300 50 25 310 7 330 12 6-15 350 50 20 290 7 310 300 50 25 290 7 310 10

6-19 400 50 20 350 8 370 330 55 25 350 7 370 12 6-19 350 50 20 320 7 340 300 50 25 320 7 340 12

6-22 405 45 20 375 9 395 400 80 32 375 6 395 16 6-22 360 45 20 350 8 370 320 80 32 350 5 370 12

6-27 480 60 25 415 8 435 390 65 32 415 7 435 16 6-27 440 55 25 375 8 395 360 60 32 380 7 400 16

6-31 520 65 25 450 8 470 420 70 32 450 7 470 16 6-31 480 60 25 410 8 430 390 65 32 405 7 425 16

6-37 495 55 25 490 9 510 480 60 32 490 9 510 16 6-37 495 45 20 485 11 505 480 80 32 485 7 505 16

6-43 550 50 25 540 11 560 540 60 32 560 10 580 20 6-43 500 50 25 510 10 530 480 60 32 525 9 545 20

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 390N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc, cylinder / fc, cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance, center spacing may be modified, contact VSL

OPTION A - SPIRAL REINFORCEMENT

B Stirrup Reinforcement

B Stirrup ReinforcementA Spiral Reinforcement

B Stirrup ReinforcementA Spiral Reinforcement A Spiral Reinforcement

OPTION B - STIRRUP REINFORCEMENT

B Stirrup ReinforcementA Spiral Reinforcement

CONCRETE 24/30 MPa CONCRETE 28/35 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 250 50 10 180 5 200 200 50 12 180 5 200 8 6-3 225 45 8 180 5 200 180 45 10 180 5 200 8

6-4 275 55 12 200 5 220 210 70 16 200 4 220 8 6-4 275 55 12 185 5 205 195 65 16 185 4 205 8

6-7 280 40 12 265 7 285 250 50 16 265 6 285 10 6-7 280 40 12 245 7 265 250 50 16 245 6 265 10

6-12 400 50 16 350 8 370 360 60 20 350 7 370 12 6-12 350 50 16 325 7 345 330 55 20 325 7 345 12

6-15 400 40 16 395 10 415 360 45 20 395 9 415 16 6-15 400 40 16 370 10 390 360 45 20 370 9 390 16

6-19 440 40 16 445 11 465 405 45 20 445 10 465 16 6-19 400 40 16 415 10 435 390 65 25 415 7 435 16

6-22 495 55 20 480 9 500 480 60 25 480 9 500 16 6-22 440 55 20 445 8 465 420 60 25 445 8 465 16

6-27 550 50 20 535 11 555 495 55 25 535 10 555 20 6-27 495 45 20 495 11 515 450 50 25 495 10 515 16

6-31 550 50 20 575 11 595 550 55 25 575 11 595 20 6-31 550 50 20 535 11 555 500 50 25 535 11 555 20

6-37 630 45 20 630 14 650 600 50 25 630 13 650 25 6-37 585 45 20 580 13 600 525 75 32 580 8 600 20

6-43 660 60 25 680 11 700 630 70 32 680 10 700 25 6-43 660 60 25 630 11 650 585 65 32 630 10 650 25

CONCRETE 32/40 MPa CONCRETE 36/45 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 260 65 8 180 4 200 180 45 8 180 5 200 8 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8

6-4 200 40 10 180 5 200 200 40 12 180 6 200 8 6-4 220 55 10 180 4 200 165 55 12 180 4 200 8

6-7 280 40 12 230 7 250 250 50 16 230 6 250 8 6-7 250 50 12 230 5 250 260 65 16 230 5 250 8

6-12 350 50 16 305 7 325 275 55 20 305 6 325 12 6-12 350 50 16 285 7 305 275 55 20 285 6 305 10

6-15 360 40 16 345 9 365 325 65 25 345 6 365 12 6-15 360 40 16 325 9 345 325 65 25 325 6 345 12

6-19 400 40 16 390 10 410 390 65 25 390 7 410 16 6-19 420 60 20 365 7 385 390 65 25 365 7 385 12

6-22 440 55 20 420 8 440 420 60 25 420 8 440 16 6-22 440 55 20 395 8 415 385 55 25 395 8 415 16

6-27 450 45 20 465 10 485 450 50 25 465 10 485 16 6-27 450 45 20 435 10 455 400 80 32 435 6 455 16

6-31 495 45 20 500 11 520 450 50 25 500 10 520 20 6-31 495 45 20 470 11 490 450 50 25 470 10 490 16

6-37 585 65 25 545 9 565 525 75 32 545 8 565 20 6-37 520 65 25 515 8 535 525 75 32 515 8 535 20

6-43 605 55 25 590 11 610 585 65 32 590 10 610 20 6-43 550 55 25 560 10 580 540 60 32 560 10 580 20

CONCRETE 40/50 MPa CONCRETE 50/62.5 MPa

Unit I P �S �G n X I P �R M r X �T Unit I P �S �G n X I P �R M r X �T 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8 6-3 280 70 8 180 4 200 210 70 8 180 4 200 8

6-4 200 50 8 180 4 200 200 50 10 180 5 200 8 6-4 280 70 8 180 4 200 210 70 8 180 4 200 8

6-7 270 45 10 230 6 250 225 45 12 230 6 250 8 6-7 260 65 8 230 4 250 225 45 8 230 6 250 8

6-12 330 55 16 275 6 295 300 60 20 275 6 295 10 6-12 300 60 16 260 5 280 240 40 16 260 7 280 10

6-15 320 40 16 310 8 330 300 60 25 310 6 330 12 6-15 320 40 16 290 8 310 300 60 25 290 6 310 10

6-19 360 40 16 350 9 370 325 65 25 350 6 370 12 6-19 360 60 20 320 6 340 300 60 25 320 6 340 12

6-22 385 55 20 375 7 395 385 55 25 375 8 395 16 6-22 385 55 20 350 7 370 330 55 25 350 7 370 12

6-27 450 45 20 415 10 435 375 75 32 415 6 435 16 6-27 455 65 25 375 7 395 390 65 32 375 7 395 16

6-31 450 50 20 450 9 470 450 50 25 450 10 470 16 6-31 405 45 20 410 9 430 400 80 32 410 6 430 16

6-37 495 45 20 490 11 510 450 75 32 490 7 510 16 6-37 495 55 20 485 9 505 440 55 25 485 9 505 16

6-43 550 55 25 530 10 550 480 60 32 530 9 550 20 6-43 540 55 25 495 9 515 480 60 32 495 9 515 16

Notes

All dimension in [mm] For max. tendon force and temporary over stressing refer to 4.1 and 4.2.8 resp.

Min. yield strength for local zone reinforcement fy = 460N/mm2 X = minimal center spacing between anchorages

Min. required concrete strength fc,cylinder / fc,cube in MPa at stressing For calculation of minimum edge distance refer to 4.4.1

Strand Ap = 150mm 2, fpk = 1770N/mm

2 (GUTS), Fpk = 265,5kN n = number of spiral turns including first and last required as anchorage length

Strand Ap = 140mm 2, fpk = 1860N/mm

2 (GUTS), Fpk = 260,4kN Reinforcement, edge distance, center spacing may be modified, contact VSL

A Spiral Reinforcement

OPTION A - SPIRAL REINFORCEMENT

B Stirrup Reinforcement

B Stirrup Reinforcement A Spiral Reinforcement B Stirrup ReinforcementA Spiral Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement A Spiral Reinforcement B Stirrup Reinforcement

A Spiral Reinforcement B Stirrup Reinforcement

OPTION B - STIRRUP REINFORCEMENT

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Unit A B ØC ØD E F ØH(2) J (1) K L

6-3 180 135 76 116 55 450 58 210 M12 120

6-4 180 135 76 116 55 450 58 210 M12 120

6-7 230 220 92 156 62 450 65 264 M16 135

6-12 260 240 113 186 68 450 76 316 M16 145

6-15 290 150 131 198 73 640 85 354 M16 155

6-19 320 150 153 226 78 640 100 400 M16 160

6-22 350 170 164 246 85 580 100 430 M16 170

6-27 375 170 173 258 90 770 115 470 M16 180

6-31 410 170 196 286 98 770 130 524 M16 200

6-37 470 180 230 326 105 935 166 420 M20 215

6-43 520 180 240 336 118 1035 160 452 M20 230

Notes

All dimensions in [mm]

System applicable to strands with Ap = 140 mm2 or Ap = 150 mm2

(1) J- spacing of bolts for fixation to formwork

(2) ØH-Inner dia of the trumpet

Electrical connections for monitoring not shown

Bearing Plate (Casting)

Trumpet

Coupler

Strands Wedges

Anchor Head

PT-Plus��Duct

Isolation Plate