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Annex 4e - RAI Rigging Manual

Annex 4e - RAI Rigging Manual

Contents

1Introduction
2Rigging Guidelines
3Halls
 3.1Hall 1
 3.2Hall 2
 3.3Hall 3
 3.4Hall 4
 3.5Hall 5
 3.6Hall 6
 3.7Hall 7
 3.8Hall 8
 3.9Hall 9
 3.10Hall 10
 3.11Hall 11
 3.12Hall 12
 3.13Hall 13 (Elicium)
4Entrance Areas
 4.1Entrance Area C
 4.1.1Canopy C
 4.1.2Holland Terrace
 4.1.3Holland Lounge (Holland Mezzanine)
 4.2Entrance Area F
 4.2.1Canopy and Reception Hall F
 4.2.2Park foyer
 4.3Entrance Area K
5Congress Area Rooms
 5.1Room G102 & G103
 5.2Auditorium Ceiling
 5.3Auditorium Stage Tower
 5.4Forum
Appendix I: Requirements for the Rigging Plan
 I.IRigging Plan Format
 I.IIExample Excel Calculations Rigging Plot
Appendix II: Rigging Suspension Points
Appendix III: Auditorium Fly Bar Plan
Document nameRigging at RAI EN – version 2.0
StatusFinal
Datum18 March 2026
Previous editions
  • RigginginderaiNL – Version 1.6 (1 July 2015)
  • Rigging at RAI – Version 1.7 (1 September 2020)
Document titleRigging at RAI
Guidelines for riggers
AuthorsThomas Sluiter (version 1.7) (RAI Amsterdam)
Rick Damoiseaux, Thijs van Gelderen (version 2.0) (Haskoning)
SupervisionRuben Smittenaar (version 2.0)
This document is based on the following sources - BK5947-103-100-RHD-ZZ-XX-RP-S-0001 - Basis for the RAI Rigging Manual
- NPR 8020-10
- NPR 8020-13 (Draft March 2009)
- Machinery Directive 98/37/EG
Revision version 2.1 byRick Damoiseaux, Thijs van Gelderen
Revision Date/initials18-03-2025
Released byRuben Smittenaar
Date/initials18-03-2026

1 Introduction

These guidelines set out where, and under which conditions, rigging may be carried out at RAI Amsterdam. For each location, the document describes where rigging is permitted and the maximum permissible load per suspension point, both for vertical rigging (straight) and for bridles.

If you wish to carry out rigging within our complex, the rigging party must submit a rigging plan to the RAI Account Manager for the relevant event or exhibition four weeks before the start of that event or exhibition. The required format and content of the rigging plan are described in this document. Each rigging plan is then assessed against the criteria set out in this document. You will receive an official response from RAI within no more than five working days, after which any required amendments can be made. A final version must be agreed two weeks before the start of the event or exhibition.

RAI reserves the right to amend this Rigging Manual (Rigging at RAI) at any time as a result of structural changes, new calculations, inspections or revised technical insights. It is solely the responsibility of the user to consult the most up-to-date version of the Rigging Manual (Rigging at RAI) on RAI.nl prior to each application. Any differences between versions may relate to both increased and reduced load capacities and permitted uses. RAI accepts no liability for damage or costs arising from the use of outdated information.

The floor plan of RAI Amsterdam is shown below (Figure 1). Each hall, entrance area and foyer has its own chapter, provided rigging is possible there.

Figure 1 - Floor plan of RAI Amsterdam

2 Rigging Guidelines

For all decisions to be made, safety comes first. To be permitted to carry out rigging at RAI, the following conditions must be met:

Certification of company and personnel

  1. Rigging may only be undertaken by companies certified to VCA*, VCA**, OHSAS 18001 or ISO 45001.
  2. Each rigger present must hold the following:
    • a valid VCA certificate (VCA-B or VCA-VOL).
    • demonstrable certification in Elementary Lifting Techniques in the Entertainment Industry, exhibition rigging certificate or an equivalent qualification, such as a National Rigging Certificate (UK), Arena Rigging Certificate from ETCP (USA), Rigstar Rigging Certificate (USA), or a relevant VLPT rigging diploma (Germany).
    • Where a mobile elevating work platform is used, the operator must hold a valid MEWP certificate. The rigger is responsible for ensuring that no third parties are present within their working area.
    • Anyone working in a mobile elevating work platform must wear a full-body safety harness (EN361), attached by a safety lanyard (EN355) to the anchor point in the work basket.
    • Persons in the vicinity of the mobile elevating work platform, including ground crew, must wear a helmet (EN397) within its operating area.

Rigging plan requirements

  1. Each executing rigging party must have a rigging plan approved by RAI. Appendix I describes how the rigging plan must be submitted to RAI. Your RAI Account Manager can also provide an example.
  2. Each building section described in this document has an associated AutoCAD drawing showing the available suspension points. A PDF printout of this drawing is included in Appendix II.
  3. The maximum permissible load stated in this manual must not be exceeded.
  4. For bridles, the internal angle must be less than 120 degrees.
  5. The maximum permissible load for bridles is based on two-leg bridles. For bridles, the force distribution at all points of application must be clearly calculated.
  6. Dynamic loads are not permitted without the explicit approval of a structural engineer appointed by RAI, at the expense of the client/contractor.

Rigging in practice

  1. Rigging may only be carried out in accordance with the approved plan; any changes must be agreed with the Daily Maintenance Manager.
  2. In the event of exceptionally high snow loads, RAI is authorised to require an already approved load to be reduced to an acceptable weight.
  3. The roof structure must not be damaged in any way.
  4. Fixed roof elements, such as light fittings, louvres, blackout mechanisms and drainage pipes, must not be struck during rigging.

Use of materials

  1. Rigging may only be carried out using materials that bear a CE marking.

For parties from outside the EU, the products must demonstrably comply with ASME or an equivalent standard.

  1. The materials must carry a WLL inscription or label.
  2. The maximum permissible load is 0.5 times the industrial WLL.
  3. The materials must be inspected at least once a year, and the inspection report must be available on request within 24 hours.
  4. The materials must be used in accordance with the manufacturer’s instructions.

Please note: The rigging party must be aware that RAI checks whether the suspension points have been installed in accordance with the guidelines and the rigging plan. If the agreed requirements are not met, RAI has the authority to reject the rigging. In the event of rejection, RAI shall not be liable for any damage or loss, including financial loss or reputational damage.

3 Halls

3.1 Hall 1

Figure 2 - Suspension points in Hall 1
Height Hall 1

In Hall 1, rigging is permitted on the compression purlins (see Figure 2). The compression purlin connects 39 arches. The total rigging load per arch truss is 5,000 kg; for the outer arch trusses (along the façade and Hall 6), this is reduced to 2,500 kg. The permissible loads on the members and nodes are shown in Table 1 and Table 2. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Figure 3 - Compression purlin roof structure Hall 1
Table 1 - Maximum load and load distribution for members in Hall 1
Rigging load on member 1,2,3
Total rigging load per arch truss Up to 5,000 kg
Total rigging load on outer arch trusses
(along the façade and Hall 6)		 Up to 2,500 kg
Vertical direct
(top and bottom chord) 		Maximum 650 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 300 kg per bridle, subject to a maximum vertical load of 150 kg per member
  1. A member is the part of the compression purlin between two node connections (see Figure 3).
  2. The maximum load may be distributed over one or more suspension points.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 2 - Maximum load and load distribution for nodes in Hall 1
Rigging load on node 1,2,3
Total rigging load per arch truss Up to 5,000 kg
Total rigging laod on outer arch trusses
(along the façade and Hall 6) 		Up to 2,500 kg
Vertical direct
(top and bottom chord) 		Maximum 650 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 650 kg per bridle, subject to a maxumum vertical load of 650 kg per node
  1. A node is where two sections of the compression purlin are connected to the arch truss (see Figure 3).
  2. The maximum load may be distributed over one or more suspension points.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Requirements for attachment to the roof structure
met-steel-tegen-knoopverbinding-aan
With steel positioned against the node connection
bridle-aan-gording
Please note:

Along the 1st and 10th purlins (above the balconies), only two-leg bridles are permitted, with an angle between 91.6° and 120°.

balkenklem-tegen-knoopverbinding
Beam clamp positioned against the node connection
bridle-bij-verduistering
Please note:

To protect the automatic blackout system: for two-leg bridles between the 5th and 6th purlins, use beam clamps on the 6th purlin.

3.2 Hall 2

In Hall 2, vertical rigging is permitted on the lower nodes of the longitudinal girders and main trusses. The use of bridles and rigging on members is not permitted. The maximum permissible load is shown in Table 3. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Figure 4 - Suspension points in Hall 2
knooppunten 300 kg
Figure 5 - Nodes in Hall 2
Table 3 - Maximum load and load distribution for Hall 2
Rigging load on node
  Rigging to the lower nodes
Vertical direct
(lower nodes) 		300 kg
Verticaal bridle Not permitted
Requirements for attachment to the roof structure
aanslag-tussen-diagonale

Protect the sling between the diagonal and vertical member with burlap.

3.3 Hall 3

In Hall 3, vertical rigging is permitted on the lower nodes of the longitudinal girders and main trusses. The use of bridles and rigging on members is not permitted. The maximum permissible load is shown in Table 4. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Figure 6 - Suspension points in Hall 3
knooppunten 300 kg
Figure 7 - Nodes in Hall 3
Table 4 - Maximum load and load distribution for Hall 3
Rigging load on node
  Rigging to the lower nodes Rigging to the suspension eyes in the low section
Vertical direct
(lower nodes) 		300 kg 300 kg
Vertical bridle Not permitted Not permitted
Requirements for attachment to the roof structure
aanslag-tussen-diagonale

Protect the sling between the diagonal and vertical member with burlap.

hangpunten-in-het-lage-deel

Suspension points in the low section of the hall.

3.4 Hall 4 (Amtrium)

Figure 8 – Suspension points Amtrium Ground Floor
Figure 9 - Suspension points Amtrium First Floor

In the Amtrium, vertical rigging is permitted from the suspension eyes in the ceiling. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Table 5 - Maximum load and load distribution for the Amtrium
Rigging load on suspension points
  Rigging to the suspension eyes in the ceiling
Vertical direct
(lower nodes) 		125 kg
Vertical bridle Not permitted
Suspension Points
ophangpunten1
ophangpunten2

3.5 Hall 5

Hall 5 consists of two sections: the old section (Part A) and the new-build section (Part B). These sections have different permissible rigging loads. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Figure 10 - Suspension points in Hall 5

Part A

In Hall 5 Part A, vertical rigging is permitted on the lower nodes of the longitudinal girders and main trusses. The use of bridles and rigging on members is not permitted.

knooppunten 300 kg
Figure 11 - Nodes in Hall 5A
Table 6 - Maximum load and load distribution for Hall 5A
Rigging load on node
  Rigging to the lower nodes
Vertical direct
(lower nodes) 		300 kg
Vertical bridle Not permitted

Part B

In Hall 5 Part B, vertical rigging is permitted on all nodes (top and bottom) of the longitudinal girders and main trusses. The use of bridles and rigging on members is not permitted.

Knooppunten 700 kg
Figure 12 - Nodes in Hall 5B
Table 7 - Maximum load and load distribution for Hall 5B
Rigging load on nodes
Vertical direct
(top and bottom chord) 		Maximum 700 kg per node
Vertical bridle
(top and bottom chord) 		Not permitted
Requirements for attachment to the roof structure
aanslag-tussen-diagonale

Protect the sling between the diagonal and vertical member with burlap.

3.6 Hall 6

In Hall 6, rigging is permitted from the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 6 is notionally divided into four “rigging zones” (see Figure 13). A maximum of 8,000 kg may be suspended in each zone. The load must be distributed as follows, see talbe 8 & 9.

Figure 13 - Suspension points in Hall 6
Table 8 - Maximum load and load distribution for members in Hall 6
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 5,000 kg 5,000 - 8,000 kg
Vertical direct
(top and bottom chord)		 Maximum 300 kg per member Maximum 300 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 300 kg per bridle
subject to a maximum vertical load of 150 kg per member		 Maximum 250 kg per bridle
subject to a maximum vertical load of 125 kg per member
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member.
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 9 - Maximum load and load distribution for nodes in Hall 6
Rigging load on nodes 1,2,3,4
Total rigging load per zone Up to 8,000 kg
Vertical direct
(lower and bottom chord)		 Maximum 600 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 1,200 kg per bridle
subject to a maximum load of 600 kg per node
  1. Rigging from the lighting lines beneath the nodes is not permitted
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
  4. Specific usage rules apply to rigging from the nodes; see below.
Requirements for attachment to the roof structure
onderknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note:
For bridles, attach in the direction of the lifting point.

door-het-midden-van-de-knoop

Through the centre of the node, between the cross of the upper truss and the crossed diagonals.

Please note:
Only possible where the roof sheet does not obstruct the steel sling; see the CAD drawing.

3.7 Hall 7

In Hall 7, rigging is permitted on the members of the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 7 is notionally divided into 16 “rigging zones” (see Figure 14). A maximum of 11,000 kg may be suspended in each zone.

Figure 14 - Suspension points in Hall 7
Table 10 - Maximum load and load distribution for members in Hall 7
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 11,000 kg
Vertical direct
(lower and bottom chord) 		Maximum 300 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 300 kg per bridle
subject to a maximum vertical load of 150 kg per member
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member..
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 11 - Maximum load and load distribution for nodes in Hall 7
Rigging load on nodes 1,2,3,4
Total rigging load per zone Up to 11,000 kg
Vertical direct
(top and bottom chord) 		Maximum 600 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 1,200 kg per bridle
subject to a maximum vertical load of 600 kg per node
  1. Rigging from the lighting lines beneath the nodes is not permitted.
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
  4. Specific usage rules apply to rigging from the nodes; see below.
Requirements for attachment to the roof structure
door-het-midden-van-de-knoop

Through the centre of the node, between the cross of the upper truss and the crossed diagonals.

Please note:
Only possible where the roof sheet does not obstruct the steel sling; see the CAD drawing.

onderknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note:
For bridles, attach in the direction of the lifting point.

3.8 Hall 8

In Hall 8, rigging is permitted on the members of the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 8 is notionally divided into 12 “rigging zones” (see Figure 15). A maximum of 13,000 kg may be suspended in each zone.

Figure 15 - Suspension points in Hall 8
Table 12 - Maximum load and load distribution for members in Hall 8
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 13,000 kg
Vertical direct
(top and bottom chord) 		Maximum 500 kg per member
For the yellow-marked members on the overview plan
(Appendix II: Rigging Suspension Points),
a maximum of 300 kg is permitted.
Vertical bridle
(top and bottom chord) 		Maximum 500 kg per bridle
subject to a maximum vertical load of 250 kg per member.
For the yellow-marked members on the overview plan
(Appendix II: Rigging Suspension Points),
a maximum vertical load of 150 kg is permitted.
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member.
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 13 - Maximum load and load distribution for nodes in Hall 8
Rigging load on nodes 1,2,3,4,5
Total rigging load per zone Up to 13,000 kg
Vertical direct
(top and bottom chord) 		Maximum 900 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 1,800 kg per bridle
subject to a maximum vertical load of 900 kg per node
  1. The maximum load may be distributed over one or more suspension points per node.
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
  4. Specific usage rules apply to rigging from the nodes; see the requirements below.
  5. Rigging from the eyes beneath the nodes is not permitted.
Requirements for attachment to the roof structure
bovenaanzicht-knoopverbinding

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note: For bridles, attach in the direction of the lifting point.

steel-op-bovenknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

steel-onder-kabels-door-trekken

Please note:
Pull the steel sling underneath the existing cables.

3.9 Hall 9

In Hall 9 (MFP), vertical rigging is possible from the suspension eyes in the ceiling. There are 204 possible suspension points in total. 180 suspension points are located at a height of 5.7 metres (hall) and 24 suspension points are located at a height of 4.4 metres (corridor). Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended.

Height of suspension points

Hall height: 5.70 m
Corridor height: 4.40 m

Figure 16 - Suspension points in Hall 9
Table 14 - Maximum load and load distribution for Hall 9
Rigging load on the suspension point
  Rigging to the ceiling suspension eyes
Vertical direct
(ceiling suspension eyes) 		125 kg
Vertical bridle Not permitted
Suspension points
hangpunten
Figure 17 - Suspension points in Hall 9[

3.10 Hall 10

In Hall 10, rigging is permitted on the members of the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 10 is notionally divided into four “rigging zones” (see Figure 18). A maximum of 20,000 kg may be suspended in each zone.

hoogte ophangpunten hal 8-10
Height of suspension points
Figure 18 - Rigging options in Hall 10
Table 15 - Maximum load and load distribution for members in Hall 10
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 20,000 kg
Vertical direct
(top and bottom chord) 		Maximum 500 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 500 kg per bridle
subject to a maximum vertical load of 250 kg per member
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member.
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 16 - Maximum load and load distribution for nodes in Hall 10
Rigging load on nodes 1,2,3,4,5
Total rigging load per zone Up to 20,000 kg
Vertical direct
(top and bottom chord) 		Maximum 900 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 1,800 kg per bridle
subject to a maximum vertical load of 900 kg per node
  1. The maximum load may be distributed over one or more suspension points per node.
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
  4. Specific usage rules apply to rigging from the nodes; see the requirements below.
  5. Rigging from the eyes beneath the nodes is not permitted.
bovenaanzicht-knoopverbinding

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note: For bridles, attach in the direction of the lifting point.

steel-op-bovenknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

steel-onder-kabels-door-trekken

Please note:
Pull the steel sling underneath the existing cables.

3.11 Hall 11

In Hall 11, rigging is permitted on the members of the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 11 is notionally divided into four “rigging zones” (see Figure 19). A maximum of 20,000 kg may be suspended in each zone.

hoogte ophangpunten hal 8-10
Height of suspension points
Figure 19 - Rigging options in Hall 11
Table 17 - Maximum load and load distribution for members in Hall 11
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 20,000 kg
Vertical direct
(top and bottom chord) 		Maximum 500 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 500 kg per bridle
subject to a maximum vertical load of 250 kg per member
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member.
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 18 - Maximum load and load distribution for nodes in Hall 11
Rigging load on nodes 1,2,3,4,5
Total rigging load per zone Up to 20,000 kg
Vertical direct
(top and bottom chord) 		Maximum 900 kg per node
Verticaal bridle
(top and bottom chord) 		Maximum 1,800 kg per bridle
subject to a maximum vertical load of 900 kg per node
  1. The maximum load may be distributed over one or more suspension points per node.
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
  4. Specific usage rules apply to rigging from the nodes; see the requirements below.
  5. Rigging from the eyes beneath the nodes is not permitted.
Requirements for attachment to the roof structure
bovenaanzicht-knoopverbinding

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note: For bridles, attach in the direction of the lifting point.

steel-op-bovenknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

steel-onder-kabels-door-trekken

Please note:
Pull the steel sling underneath the existing cables.

3.12 Hall 12

In Hall 12, rigging is permitted on the members of the lower and upper grids and on all nodes of the three-dimensional truss. Appendix II: Rigging Suspension Points provides an overview of the points from which rigging may be suspended. Hall 12 is notionally divided into four “rigging zones” (see Figure 20). A maximum of 14,500 kg may be suspended in each zone.

hoogte ophangpunten hal 12
Height of suspension points
Figure 20 - Rigging options in Hall 12
Table 19 - Maximum load and load distribution for members in Hall 12
Rigging load on members 1,2,3,4,5
Total rigging load per zone Up to 14,500 kg
Vertical direct
(top and bottom chord) 		Maximum 500 kg per member
Vertical bridle
(top and bottom chord) 		Maximum 500 kg per bridle
subject to a maximum vertical load of 250 kg per member
  1. A member is a part of the lower or upper chord between two nodes.
  2. The maximum load may be distributed over one or more suspension points per member.
  3. Rigging from the lighting lines beneath the members is not permitted.
  4. If a member in the upper chord and an adjacent member in the lower chord are used simultaneously, the maximum permissible load for these members is halved.
  5. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load.
Table 20 - Maximum load and load distribution for nodes in Hall 12
Rigging load on nodes 1,2,3,4,5
Total rigging load per zone Up to 14,500 kg
Vertical direct
(top and bottom chord) 		Maximum 900 kg per node
Vertical bridle
(top and bottom chord) 		Maximum 1,800 kg per bridle
subject to a maximum vertical load of 900 kg per node
  1. The maximum load may be distributed over one or more suspension points per node.
  2. If a node in the upper chord and an adjacent node in the lower chord are used simultaneously, the maximum permissible load for these nodes is halved.
  3. If a member and a node are loaded next to each other, the member load must be added to the node load. The total weight must never exceed the maximum node load
  4. Specific usage rules apply to rigging from the nodes; see the requirements below.
  5. Rigging from the eyes beneath the nodes is not permitted.
Requirements for attachment to the roof structure
bovenaanzicht-knoopverbinding

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

Please note: For bridles, attach in the direction of the lifting point.

steel-op-bovenknoop

Through the centre of the node, between the cross of the lower truss and the crossed diagonals.

steel-onder-kabels-door-trekken

Please note:
Pull the steel sling underneath the existing cables.

3.13 Hall 13 (Elicium)

In the Elicium Ballroom, vertical rigging is possible from suspension eyes in the ceiling. There are 92 possible suspension points in total. 62 suspension points are located at a height of 6.80 metres (see the red and green dots in Figure 21) and 30 suspension points are located at a height of 8.70 metres (see the blue dots in Figure 21).

Please note: A rail runs within the roof (red line). At the indicated locations (green dots), specially developed suspension eyes can be fitted, provided no partition wall has been installed in the rail. These suspension eyes must be requested via the RAI Account Manager.

Figure 21 - Suspension points Elicium Ballroom
Height of suspension points

Red height: 6.80 m
Green height: 6.80 m
Blue height: 8.70 m

Table 21 - Maximum load and load distribution for Elicium Hall 13
Rigging load on suspension points
Red suspension points Maximum 125 kg
Green suspension points Maximum 125 kg
Blue suspension points If one of two adjacent nodes is loaded, the maximum load is 125 kg.
If two adjacent nodes are loaded, the maximum load is 62.5 kg.
Requirements for attachment to the roof structure
Green suspension points
groene-ophangpunten-1
groene-ophangpunten-2
Green suspension points rotation
Please note: The rail ‘hooks’ must be positioned perpendicular to the rail.
Red suspension points
rode-ophangpunten1
rode-ophangpunten2
Blue suspension points
Figure 22 – suspension points in the Elicium
Figure 22 - suspension points in the Elicium
blauwe-ophangpunten2

4 Entrance Areas

4.1 Entrance Area C

Entrance Area C comprises the canopy of Entrance C, Holland Terrace, Holland Lounge (Holland Mezzanine) and Rooms E103–E108.

4.1.1 Canopy C

Under the canopy, vertical rigging is permitted at the indicated locations (see Figure 23).
Please note: The canopy is fitted with bird netting, which must not be damaged.
Please note: From wind force 6 onwards, all rigging attached to the canopy must be taken down.

Height of suspension points
Height to underside: 9.50 m

Figure 23 - Suspension points Entrance C canopy
Table 22 - Maximum load and load distribution for Entrance C canopy
Rigging load on suspension eyes
  Suspension points
Vertical direct 250 kg per suspension point
Adjacent suspension points must not be loaded to the maximum at the same time. The combined load of two adjacent suspension points must not exceed 250 kg
Vertical bridle Not permitted

4.1.2 Holland Terrace

In Holland Terrace, vertical rigging is permitted from the eyes in the ceiling.

Figure 24 - Suspension points Holland Terrace
Table 23 - Maximum load and load distribution for Holland Terrace
Rigging load on suspension eyes
  Suspension points
Vertical direct 250 kg per suspension point
Adjacent suspension points must not be loaded to the maximum at the same time. The combined load of two adjacent suspension points must not exceed 250 kg
Vertical bridle Not permitted

4.1.3 Holland Lounge (Holland Mezzanine)

In Holland Lounge, vertical rigging is permitted from eye bolts in the ceiling. The supplier must provide certified eye bolts.

Figure 25 - Suspension points in Holland Lounge
Table 24 - Maximum load and load distribution for Holland Lounge
Rigging load on suspension eyes
  Suspension points
Vertical direct 150 kg per suspension point
Adjacent suspension points must not be loaded to the maximum at the same time.
The combined load of two adjacent suspension points must not exceed 150 kg
Vertical bridle Not permitted

4.2 Entrance Area F

Entrance Area F comprises the Park Foyer, Entrance F and the canopy of Entrance F.

4.2.1 Canopy and Reception Hall F

Vertical rigging is possible at the locations indicated in Figure 26. On the canopy, vertical rigging is possible on the lower chord of the 2D and 3D framework. In the reception hall, vertical rigging is permitted on the roof beams less than 50 cm from the 2D framework.

Height suspension point

Ground floor (GF)
Height: 9.50 m

First floor (FF)
Height: 7.50 m

Figure 26 - Suspension points Entrance F
Figure 27 - 3D model Entrance Area F
Figure 27 - 3D model Entrance Area F
Table 25 - Maximum load and load distribution for canopy and reception hall Entrance F
Rigging load on nodes
  On nodes of the lower chord of the 2D and 3D truss
Vertical direct 200 kg
Verticaal bridle Not permitted
Requirements for attachment to the roof structure
Figuur 28 - Eisen voor aanslaan aan dakconstructie entree F

Figure 28 - Requirements for attachment to the roof construction

Please note:
Rigging on the roof beams less than 50 cm from the 2D truss.
Rigging on the 2D truss is not permitted due to the lighting lines.

4.2.2 Park Foyer

In the Park Foyer reception hall, vertical rigging is permitted on the roof beams less than 50 cm from the 2D truss.

Height suspension point
Height: 5.60 m

Figure 29 - Suspension points Park Foyer
Table 26 - Maximum load and load distribution for Park Foyer
Rigging load on nodes
  On roof beams less than 50 cm from the 2D truss
Vertical direct 200 kg
Vertical bridle Not permitted

4.3 Entrance Area K

In Entrance Area K, vertical rigging is permitted from the suspension points in the ceiling.

Height of suspension points
Height: 7.35 m

Figure 30 - Points of application Entrance K
Table 27 - Maximum load and load distribution for Entrance Area K
Rigging load on suspension eyes
  Red suspension points Green suspension eyes
Vertical direct
(top and bottom chord) 		maximum 125 kg per eye Rigging may be possible in consultation with Haskoning;
maximum 500 kg per eye
Vertical bridle
(top and bottom chord) 		Not permitted Not permitted

5 Congress Area Rooms

5.1 Room G102 & G103

In Room G102, rigging is permitted from the suspension eyes in the ceiling.

Figure 31 - Suspension points in G102
Table 28 - Maximum load and load distribution for Room G102 & G103
Rigging load on suspension eyes
Vertical Direct
(top and bottom chord) 		Maximum 125 kg per eye
Vertical bridle
(top and bottom chord)		 not permitted
Requirements for attachment to the roof structure
oogbouten

Please note:
Certified eye bolts, bearing CE and WLL markings, must be installed before rigging can be carried out. The thread size of the eye bolts is M12.

5.2 Auditorium Ceiling

In total, 27,500 kg may be suspended in the main hall of the auditorium. Rigging may only be suspended from the truss structures above the ceiling penetrations (see Figure 32).

Care must be taken when raising the hoists to ensure that they do not touch the ceiling (plasterboard). Make sure the chains hang vertically downwards during installation and lifting.

Figure 32 – suspension points room ceiling
Figure 33 - Straight trusses
Figure 33 - Straight trusses
Figure 34 - Oblique fames
Figure 34 - Oblique frames
Table 29 - Maximum load and load distribution for auditorium ceiling trusses
Truss Vertical load per zone
11 to 14 800 kg
17 800 kg
Bridles Not permitted
Rafter at the level of the congress rollers
Figure 35 - Location of points on Truss 19
Figure 35: Location of points on Truss 19
Figure 36 - Side view of Truss 19
Figure 36 - Side view of Truss 19

Vertical rigging is permitted on the truss above the forestage (first auditorium bridge). The ends of the truss (blue points) are reserved for the RAI line array. If the line array has not been installed, a 1,000 kg point is possible here.

Rigging is not possible between the blue and red suspension points. Between the red suspension points, rigging is possible on the top and bottom chord. The maximum load between two suspension points must not exceed the load of one suspension point.

Table 30 - Maximum load and load distribution for auditorium trusses
Rigging load on suspension point
Total vertical load on truss 1,950 kg
(3,050 kg if the line array niet present)
Vertical load per red suspension point 700 kg
Vertical load between two red suspension points
(on the top or bottom chord of the truss)		 700 kg
Vertical load per blue suspension point 1,000 kg
Vertical load on ends of red members 700 kg
Bridle Not permitted

5.3 Auditorium Stage Tower

In the auditorium stage tower, loads can be suspended from the fly-bar system and from the steel roof structure.

Appendix III: Auditorium Fly-Bar Plan provides an overview of the available fly bars and the permissible loads on these fly bars. The fly-bar system is controlled by a BBH computer. The installation consists of 50 fly bars and two side fly bars. The total maximum load of the fly-bar system is 25,000 kg.

The fly-bar system is suspended from the roof structure, which consists of steel trusses and beams. The permissible load on the steel structure depends on the load applied to the fly bars.

Figure 37 - Roof structure high trusses
Figure 38 - Roof structure low trusses
Dimensions

Height of high truss: 21.75 metres
Height of low truss: 19.85 metres

The maximum load of the tower is 34,000 kg. The load used in the fly bars must be deducted from this.

Table 31 shows, for each fly-bar load level, the additional load that may be suspended from the roof structure.

Table 31 - Maximum load and load distribution for stage tower trusses
Fly-bar load 0% to 50%2 50% to 75%2 75% to 100%2
Maximum rigging load per truss 9,000 kg 4,000 kg 4,000 kg
The trusses (per member)1
Vertical 1,500 kg 830 kg 830 kg
Bridle lower chord 500 kg 500 kg 500 kg
Bridle upper chord 300 kg 300 kg 300 kg
Snowfall No restrictions No restrictions No rigging
  1. A member is a part of the lower or upper chord between two nodes.
  2. Calculation of maximum roof load = 25,000 kg - (weight in fly bars) = maximum permissible load.

Tables 32 & 33 apply to the maximum permissible loads on the purlins and main beams.

Table 32 - Maximum load and load distribution for stage tower purlins
Purlins (between two nodes)
Vertical 750 kg
Bridle 250 kg
(the maximum vertical component is 125 kg)
Table 33 - Maximum load and load distribution for stage tower main beams
Main beams (between two nodes)
Vertical 3,000 kg
Bridle 600 kg
(the maximum vertical component is 300 kg)
Figure 39 - Rafter, purlins and beams of the stage tower

5.4 Forum

Figure 40 shows the suspension points in the Forum. In addition to these suspension points, there are three free fly bars that may be used above the stage, of which the front fly bar is a shared fly bar.

Figure 40 - Suspension points in the Forum hall
Table 34 - Maximum load and load distribution for Forum suspension eyes
Rigging load on suspension eye
Vertical direct
(top and bottom chord) 		Maximum 150 kg per eye
Vertical bridle
(top and bottom chord)		 Not permitted
Table 35 - Maximum load and load distribution for Forum fly bars
Rigging load on fly bar
Vertical per fly bar Maximum 150 kg per fly bar
Point load under steel cable Maximum 75 kg
Point load between steel cables Maximum 40 kg
Roof penetration and suspension point

Appendix I: Requirements for the Rigging Plan

This appendix has been prepared to support the submission of rigging plans for RAI Amsterdam to Haskoning in the correct format. It explains how rigging plans are checked and which files must be supplied. An example Excel file is provided, showing the required data.

I.I Rigging plan format

Rigging plans are checked on the basis of action and reaction forces, and direct and bridle forces. An overview is shown in Figure 41.

The action force is generated by the load suspended from the roof, such as lighting fixtures or screens. The reaction force is the force acting on the members or nodes of the roof.

The reaction forces can be divided into direct forces and bridle forces. Direct forces arise from action forces that are suspended from the roof using a single cable. Bridle forces arise from action forces that are suspended from the roof using multiple cables (bridles).

Figure 41 – Action- and reaction forces; direct and bridle forces

The load data must be submitted in an Excel file. An example of this Excel file is provided in Appendix I.II Example Excel. The data is explained below.

Name:
Name of the action forces: hall number.load number, for example 10.001, 10.002 and 08.001, 08.002. No name needs to be assigned to the reaction forces.

Load [kg]:
Value of the vertical load of the action force.

Angle [degree]:
Angle of the reaction forces relative to the action forces. For direct forces, this angle is zero degrees. The maximum permissible angle is 120 degrees.

XYZ-Load [m]:
X, Y and Z coordinates of the action forces. These coordinates are determined based on the origin of the RAI floor plan shown in Appendix II: Rigging Suspension Points. The rigging points must therefore be drawn on the corresponding AutoCAD drawing.

XYZ-Att [m]:
X, Y and Z coordinates of the reaction forces.

Frz [kg]:
Vertical component of the reaction force.

Frh [kg]:
Horizontal component of the reaction force.

Fr [kg]:
Resultant of the horizontal and vertical components of the reaction force.

Data in the remaining columns (B, E, F and J) is not required. These columns may either be completed or left blank, but they must remain present in the Excel file.

Data for rigging loads from multiple halls must be entered in one and the same Excel sheet. Since each load has a unique name, the overview remains clear. For example:
10,078
10,079
11,001
11,002
…
11,123
12,001
12,002

In addition to the Excel file, a PDF printout of the AutoCAD drawings must be supplied, showing all rigging points drawn in.

I.II Example Excel calculations Rigging plot

Appendix II: Rigging Suspension Points

bijlage II - Overzichtstekening RAI Rigging hal 1 t/m 12

Appendix III: Auditorium Fly-bar Plan

annex3-tracks-floor-plan-stage

version 2.0 | 18 March 2026