1. Structural Function

The primary function of this structure is to create a:

large temporary elevated event platform

using a modular steel supporting framework underneath a repeatable deck system.

The basic relationship is:

Ground / Supporting Surface

↓

Adjustable Bases

↓

Steel Ringlock Vertical Supports

↓

Horizontal Members

↓

Forks + Clamps / Upper Support Interface

↓

4 × 8ft Stage Panels

↓

12.2 × 8.54m Elevated Stage Surface

Two stair units provide access between ground level and the finished platform.

This is a practical system breakdown based on the supplied configuration. It should not be interpreted as a calculated structural load path.

2. Overall Stage Geometry

The confirmed overall stage dimensions are:

12.2m × 8.54m

giving a nominal rectangular footprint of approximately:

104.2m²

The upper surface uses:

35 pcs × 4 × 8ft stage panels

with the metric panel dimensions listed as:

1.22m × 2.44m

One panel therefore has a nominal area of:

1.22 × 2.44 ≈ 2.98m²

and 35 panels provide approximately:

104.2m²

of nominal deck area.

This corresponds closely with the overall 12.2 × 8.54m platform dimensions recorded on the original product page.

The relationship is therefore not accidental:

35 standardized panels

become approximately:

104m² of continuous stage surface.

3. The 4x8ft Deck Matrix

The upper platform is based on a particularly simple module:

4 × 8ft

or approximately:

1.22 × 2.44m

Because:

12.2m ÷ 2.44m = 5

and:

8.54m ÷ 1.22m = 7

the platform can be understood as a:

5 × 7 deck matrix

giving:

5 × 7 = 35 panels

This matches the confirmed BOQ exactly.

Conceptually:

5 deck lengths × 7 deck widths

↓

35 modular panels

↓

12.2m × 8.54m platform

This is one of the clearest structural characteristics of the product.

Rather than treating 12.2 × 8.54m as an arbitrary custom dimension, the overall platform is generated directly from the dimensions of the repeated deck module.

4. Main Structural Modules

The complete structure can be divided into five functional groups.

A. Stage Surface

The upper stage surface consists of:

35 pcs of 4 × 8ft (1.22 × 2.44m) wooden-topped stage panels.

These panels form the continuous usable stage area.

B. Vertical Ringlock Support

The supplied BOQ lists:

LR01 pillar and inner tube
L = 1.40m
48 pcs

These components form the main vertical support positions beneath the stage.

The exact assembled height is not determined by the 1.40m component length alone because the product is sold in several different finished-height ranges.

Therefore the 1.40m pillar dimension should not be interpreted as meaning that every version of this stage is exactly 1.40m high.

C. Horizontal Support Grid

The supplied configuration includes two horizontal-member lengths:

LR02 horizontal pipe, 8ft — 80 pcs

and

LR02 horizontal pipe, 4ft — 84 pcs.

This again reflects the 4 × 8ft dimensional logic used by the deck system.

The upper deck geometry and the lower supporting framework therefore share a common modular language:

4ft

and

8ft.

That makes the platform easier to understand as one coordinated system rather than separate deck and scaffold products.

D. Upper and Lower Adjustment / Connection Components

The confirmed BOQ includes:

• Fork — 48 pcs;

• Clamp — 40 pcs;

• Stage adjustable base — 48 pcs.

These components connect and adjust different parts of the stage support system.

At the lower level, adjustable bases provide practical elevation adjustment.

At the upper level, forks and clamps form part of the interface between the supporting framework and stage platform.

The exact structural capacity of these connections is not established by the supplied page and should be verified separately where required.

E. Stair Access

The system includes:

2 stage stairs

with:

5 steps per stair

and:

wooden topping.

These stairs connect the elevated working surface to ground level.

Their exact installed positions are not specified in the source, so they should be treated as configurable access modules rather than assuming a front-left/front-right arrangement.

5. Why the 4ft and 8ft Dimensions Matter

The strongest modular relationship in this stage is the repetition of:

4ft × 8ft

across both the platform and supporting system.

The deck is:

4 × 8ft

while the Ringlock horizontal members include:

4ft members

and:

8ft members.

This allows the upper and lower systems to follow the same dimensional rhythm.

In simple terms:

deck dimensions define the surface grid

while:

horizontal support dimensions follow that grid underneath.

This is a useful example of modular structure design: instead of designing the support system first and trying to fit the deck later, the deck module and support module are coordinated.

6. 48 Main Support Positions

The BOQ contains the same quantity—48 pcs—for several support-related components:

• LR01 pillar and inner tube — 48 pcs;

• Fork — 48 pcs;

• Stage adjustable base — 48 pcs.

This indicates a repeated vertical support arrangement in the supplied configuration.

The practical relationship can be understood as:

Adjustable Base

↓

Vertical Support / Pillar

↓

Upper Fork

↓

Horizontal / Platform Interface

The exact tributary area, allowable load per support and engineering capacity are not supplied in the original product information, so no such values should be inferred from the component count.

7. Adjustable Platform Height

This is the most distinctive feature of this particular Ringlock stage.

The original product offers five height ranges:

These are product configuration ranges from the source page, not a statement that one assembled stage can simply be moved continuously from 0.4m to 2m without changing components.

That distinction matters.

A better way to understand the product is:

Same Stage Footprint

Different Vertical Configuration

=

Different Finished Platform Height Range

8. What Changes When Stage Height Changes?

The 12.2 × 8.54m upper platform can remain the same while the vertical structure underneath changes.

Conceptually:

12.2 × 8.54m deck matrix

can remain constant,

while:

vertical support arrangement + adjustment components + access configuration

change according to platform height.

The source page itself confirms that the different height options have different packing weights.

That is strong practical evidence that the height options are not merely a matter of turning an adjustable base higher or lower.

They represent different supplied configurations.

9. Packing Differences Between Height Configurations

The original product provides the following packing information:

This table reveals something structurally useful.

The platform footprint remains 12.2 × 8.54m, but the shipped system changes as height increases.

That means:

Stage height is a structural configuration variable, not merely a cosmetic dimension.

It affects the supporting component package and therefore also affects packing weight and volume.

10. Why Height Should Be Confirmed Before the BOQ

For this type of structure, saying:

“I need a 12.2 × 8.54m stage”

is not enough to determine the complete supply configuration.

You also need:

“I need the platform approximately ___ m above ground.”

Because:

same width + same depth

does not necessarily mean:

same supporting structure.

The source itself demonstrates this through five different height configurations.

Therefore the practical sequence should be:

Stage Width + Depth

↓

Deck Matrix

↓

Required Platform Height

↓

Vertical Support Configuration

↓

Access Configuration

↓

Final Component Package

This is a useful principle for other Ringlock stage projects as well.

For more Ringlock-based temporary structures, see:

Ringlock Structure

11. Horizontal Grid and Deck Relationship

The stage surface consists of 35 panels, but the lower support system should not be thought of as 35 independent mini-stages.

Instead, the horizontal members connect the support positions into a continuous grid.

The supplied BOQ contains:

80 pcs × 8ft horizontal pipes

plus:

84 pcs × 4ft horizontal pipes.

Those horizontal members coordinate with the 4 × 8ft platform dimensions and connect the vertical support points.

So the structure can be visualized as two coordinated layers:

Upper Layer

5 × 7 modular deck matrix

Lower Layer

interconnected steel support grid

The two layers together create one complete temporary platform.

12. Wooden Stage Surface

The source describes the stage topping as:

wooden

and the stair topping as:

wooden topping.

The source does not confirm:

• plywood thickness;

• anti-slip coating specification;

• timber grade;

• waterproofing specification;

• fire rating;

• allowable panel load.

Those specifications should therefore not be imported from another DragonStage product merely because similar stage panels may use plywood.

For this page, the accurate description is simply:

4 × 8ft wooden-topped stage panel.

13. Dual Stair Access

Two stairs are included in the confirmed configuration.

Each has:

5 steps.

The stairs provide access between the ground and elevated platform, but there is an important configuration issue:

the same five-step stair arrangement should not automatically be assumed suitable for every possible platform height from 0.4m to 2m.

The original page confirms the stair quantity and step count but does not provide enough detail to establish how stair geometry changes across all five stage-height options.

Therefore, for a new project:

platform height and stair configuration should be confirmed together.

14. Platform and Access Must Be Considered Together

Changing the platform height changes more than the steel framework underneath.

It also changes the vertical distance people need to travel.

That means:

Platform Height

↓

Access Requirement

↓

Stair Geometry / Step Arrangement

The original product includes two stairs, but a customized project may require a different:

• stair quantity;

• stair position;

• stair width;

• step configuration;

• access direction;

• edge-protection arrangement.

These should be confirmed before the final structural proposal.

15. Assembly Logic

At structural-breakdown level, the stage can be understood through the following practical sequence.

Step 1 — Establish the Stage Footprint

Set out the approximately:

12.2 × 8.54m

platform area.

Step 2 — Establish the Support Grid

Position the adjustable bases according to the required modular layout.

Step 3 — Install Vertical Supports

Connect the Ringlock pillars / vertical members to establish the required platform level.

Step 4 — Connect Horizontal Members

Use the 4ft and 8ft horizontal pipes to create the supporting grid.

Step 5 — Install Upper Support Interfaces

Fit the required forks and clamps.

Step 6 — Install the 4x8ft Stage Panels

Arrange:

5 × 7 panels

to form the complete stage surface.

Step 7 — Install Stage Access

Connect the two stair units according to the intended circulation arrangement.

Step 8 — Complete Project-Specific Edge and Access Requirements

Any required guardrails, edge protection or additional access elements should follow the actual project configuration.

This sequence explains the modular system logic. It is not a complete engineered erection procedure.

16. Confirmed BOQ

The source provides the following component list:

This BOQ is particularly useful because the component dimensions reveal the modular relationship between the 4 × 8ft deck surface and the 4ft / 8ft lower support grid.

17. Suitable Applications

This type of modular elevated platform can serve as a structural starting point for temporary applications such as:

• concert stages;

• festival stages;

• ceremony platforms;

• outdoor performance stages;

• temporary event platforms;

• production platforms;

• elevated presentation areas.

The original product presents it as an event stage system.

Actual use conditions, loading, access and environmental requirements still need to be confirmed for each project.

18. Customization Variables

The 12.2 × 8.54m configuration should be treated as a reference structure, not a universal BOQ.

The most important lesson from this product is:

Do not finalize the BOQ from width and depth alone. Confirm height and access at the same time.

19. Existing Ringlock Equipment and Compatibility

Customers who already own Ringlock equipment may want to reuse part of their inventory.

That can be worth checking, but compatibility should not be assumed simply because both systems are called “Ringlock.”

Before reuse, confirm:

• vertical tube diameter;

• rosette/disc geometry;

• ledger head and wedge connection;

• ledger lengths;

• vertical-member lengths;

• adjustable-base dimensions;

• fork/interface dimensions;

• photographs of existing components;

• existing BOQ or drawings.

If these dimensions do not match, a component that looks similar may still fail to integrate correctly.

20. Why This Is a Stage & Platform Structure

The original DragonTruss page calls the product:

Steel Scaffolding Ringlock Truss Stage.

For DragonStructure classification, however, the physical function is more important than the historical product name.

The complete system primarily exists to create:

an elevated temporary stage platform.

Therefore its primary classification is:

Ringlock Structure → Stage & Platform Structure

rather than Roof Structure, Access Structure or Hybrid Structure.

The steel scaffold is the supporting system.

The stage platform is the overall function.

That distinction follows the DragonStructure rule that classification should prioritize what the complete structure is designed to do.

21. Comparison with a Deck-on-Legs Portable Stage

A simple portable stage may use:

Deck

↓

Individual Legs / Folding Riser

With this Ringlock configuration, the relationship is more like:

4 × 8ft Deck

↓

Fork / Clamp Interface

↓

Horizontal Steel Grid

↓

Ringlock Vertical Supports

↓

Adjustable Bases

The result may look like the same thing from above—a flat stage—but the supporting logic underneath is different.

This distinction becomes increasingly important when platform size and height increase.

22. Original DragonTruss Product

The original manufacturer/supply page is:

Steel Scaffolding Ringlock Truss Stage 12.2x8.54m – DragonTruss

The two pages serve different purposes.

DragonTruss

PRODUCT + MANUFACTURING + SUPPLY

It presents the commercial product, height options, prices, packing information and supplied components.

DragonStructure

STRUCTURE BREAKDOWN

It explains how:

4x8ft Deck Matrix
→ Upper Interface
→ 4ft / 8ft Horizontal Grid
→ Ringlock Vertical Supports
→ Adjustable Bases
→ Variable Platform Height
→ Stair Access

form one complete temporary stage structure.

23. Related Structural References

For more temporary stage configurations:

Stage & Platform Structure

For the wider family of Ringlock-based temporary structures:

Ringlock Structure

These links extend the reader from this specific 12.2 × 8.54m configuration toward the broader structural system rather than simply sending them to unrelated products.

24. Engineering / Verification Boundary

The supplied product page confirms:

• 12.2 × 8.54m overall stage size;

• 35 × 4 × 8ft wooden-topped stage panels;

• five supplied platform-height ranges;

• 48 LR01 pillar/inner-tube components;

• 80 × 8ft horizontal pipes;

• 84 × 4ft horizontal pipes;

• 48 forks;

• 40 clamps;

• 48 adjustable bases;

• two 5-step stairs;

• packing weight and volume for the five height configurations.

The supplied material does not provide verified engineering evidence for:

• allowable stage load;

• concentrated load;

• uniformly distributed load;

• lateral load;

• wind resistance;

• allowable height for a specific loading condition;

• maximum adjustable-base extension;

• ground-bearing requirement;

• ballast or anchoring;

• safety factors;

• certification;

• local-code compliance;

• engineering approval.

These should not be inferred from the component quantities or from the fact that the product has previously been supplied.

For an actual project, the final structure should be evaluated against:

stage dimensions + platform height + intended use + equipment/occupancy + access + site conditions + environmental conditions + applicable local requirements.

25. Information Needed to Adapt This Structure

To develop a new stage based on this configuration, provide:

• required stage width;

• required stage depth;

• required finished platform height;

• indoor or outdoor use;

• intended event/function;

• expected equipment arrangement;

• required stair quantity;

• preferred stair positions;

• stair width or access requirements;

• guardrail requirements;

• existing Ringlock equipment, if any;

• photos/drawings of existing components;

• roof requirement, if any;

• LED or sound-support requirement, if any;

• site surface information;

• project location.

The configuration can then follow:

Required Stage Size

→ Deck Module / Deck Matrix

→ Support Grid

→ Required Platform Height

→ Vertical Configuration

→ Upper Interface

→ Access

→ Final Component Package

Structure Classification

Primary Function: Temporary Elevated Event Stage Platform
DragonStructure Family: Ringlock Structure
Primary Category: Stage & Platform Structure
Overall Size: 12.2m × 8.54m
Nominal Platform Area: Approximately 104.2m²
Deck Layout: 5 × 7 Matrix
Deck Quantity: 35 pcs
Deck Module: 4 × 8ft / 1.22 × 2.44m
Deck Surface: Wooden Topping
Supporting System: Steel Ringlock / Scaffolding Stage Support
Horizontal Modules: 4ft + 8ft
Main Vertical Support Positions: 48
Height Configurations: 0.4–0.6m / 0.6–1.0m / 0.8–1.2m / 1.0–1.5m / 1.5–2.0m
Access: 2 × 5-Step Stage Stairs
Core Structural Logic: Adjustable Base → Vertical Support → Horizontal Grid → Fork/Clamp Interface → 4x8ft Deck Matrix → Stage Surface + Stair Access