Views: 12 Author: Site Editor Publish Time: 2026-10-07 Origin: Site
A customer needed an access ramp for the backstage area of a concert stage.
This was not mainly a pedestrian ramp.
The ramp would be used to move relatively heavy stage equipment and machinery between ground level and the stage platform.
The customer initially selected one of our standard aluminum stage ramps:
5.49×1.22m Straight Aluminum Event Stage Access Ramp
The standard configuration was already close to what the customer needed.
Its basic structure, ramp geometry and aluminum frame were acceptable.
The customer's concern was one specific component:
the plywood deck surface.
The standard ramp uses an 18 mm plywood deck, a common surface choice across modular event-stage systems.
For normal stage access, temporary event use and many wheeled applications, this is a practical solution.
The customer, however, expected a different type of use.
Backstage equipment would be repeatedly moved across the ramp.
Some equipment could have:
hard wheels;
metal feet;
narrow contact points;
truss or stage components resting temporarily on the surface;
other hard objects dragged or rolled across the ramp.
The customer's concern was not that plywood could not function as a ramp surface.
His concern was what the surface would look like after repeated heavy backstage use.
He told us that scratches and surface damage could accumulate relatively quickly.
Once the protective surface was damaged, repeated outdoor exposure could further shorten the useful life of the plywood panel.
So the real question became:
Can we keep the existing ramp structure but use a deck surface that better matches repeated heavy backstage equipment traffic?
This distinction was important.
The customer did not complain about:
the aluminum frame;
the ramp length;
the support structure;
the basic slope;
the modular construction.
The problem was concentrated at the top surface.
So instead of redesigning the entire ramp, our judgment was:
Keep the existing ramp structure and change only the deck material.
This is often the more practical direction in a modular structure.
If one component creates the operating problem, there is no reason to automatically redesign every component around it.
The proposed change was simple.
Aluminum ramp frame
18 mm plywood deck
Same aluminum ramp frame
3 mm aluminum deck panel
The structural concept of the ramp remained the same.
Only the working surface changed.
Suggested caption: The original ramp configuration uses the same aluminum support structure with a conventional plywood deck surface.
For the customer's intended use, the aluminum panel was selected because the main concern was repeated surface wear from backstage machinery and hard equipment.
The recommendation was not based on the idea that:
aluminum is always better than plywood.
That would be too simple.
The two materials suit different operating priorities.
Plywood has several practical advantages:
relatively economical;
easy to replace;
commonly used in temporary stage systems;
suitable for many general event applications.
But this customer gave much more weight to:
repeated equipment movement;
resistance to surface abrasion;
resistance to scratches from hard objects;
reducing the frequency of deck-panel replacement.
For this particular backstage ramp, those priorities pushed the material choice toward aluminum.
This distinction also influenced our judgment.
A main performance stage may prioritize:
visual appearance;
comfortable walking surface;
surface finish;
easy replacement of individual deck panels.
A backstage equipment ramp has a different job.
Its working surface may repeatedly meet:
flight cases;
equipment carts;
stage machinery;
truss sections;
metal hardware.
In that environment, surface durability becomes more important than maintaining the same deck material used on the visible stage.
So although the ramp belongs to the stage system, we did not assume that the same surface material had to be used everywhere.
The intended use of the component mattered more.
The modification can be understood very simply:
Part | Standard Ramp | Modified Ramp |
|---|---|---|
Aluminum frame | Retained | Retained |
Ramp geometry | Retained | Retained |
Support structure | Retained | Retained |
Width / length concept | Retained | Retained |
Deck material | 18 mm plywood | 3 mm aluminum panel |
Main reason for change | General event use | Repeated backstage equipment traffic |
This was therefore not a completely new ramp design.
It was a surface-material adaptation of an existing ramp structure.
When customers say they need something “more durable,” it is easy to respond by increasing:
frame thickness;
tube size;
support quantity;
total material weight.
But that would not have addressed the customer's actual complaint.
The customer was worried about the deck wearing out, not about the aluminum frame failing.
Increasing the frame size while leaving the same plywood surface would have added cost without solving the problem he described.
That is why the modification remained focused.
Change the part that is causing the problem, not every part around it.
There is an important engineering boundary in this case.
The customer selected the aluminum panel primarily because of surface durability and wear resistance.
That should not automatically be interpreted as:
a 3 mm aluminum panel has a higher verified load capacity than an 18 mm plywood panel.
Those are two different questions.
The overall capacity of a ramp depends on the complete system, including:
deck span;
frame spacing;
aluminum profiles;
support arrangement;
connections;
ramp geometry;
wheel/contact loads;
actual equipment weight.
Replacing the plywood with aluminum changes the deck material, but it does not by itself establish a new certified ramp capacity.
If a customer intends to move especially heavy machinery or equipment with concentrated wheel loads, the actual equipment weight and wheel/contact arrangement should be provided for project-specific verification.
That follows the DragonStructure rule that practical material judgment must not be presented as an engineering load calculation.
The customer's concern also reflected how plywood decks age in practical rental use.
A plywood surface normally relies on its finished outer layer to provide the usable stage surface.
Repeated dragging, sharp contact or hard equipment can damage that outer layer.
Once the surface becomes deeply scratched or locally damaged, the panel may still remain usable for a period, but appearance and surface protection are no longer the same as when it was new.
For a normal event stage, replacing a plywood panel periodically may be acceptable.
For this customer, however, the ramp was expected to function more like a backstage working access route.
He preferred a surface that he would not need to think about replacing as frequently because of cosmetic and surface wear.
That was the reason for the material change.
Although the surface changed, the ramp remained part of the same broader aluminum stage-access system.
The modification did not turn it into a completely different structural family.
Readers looking for the standard ramp range can continue to:
DragonTruss uses that page as the product-category entry for aluminum ramps.
The product page answers:
What ramp products are available?
This Case Study answers a different question:
Why would a customer replace the standard plywood surface with aluminum while keeping the rest of the ramp unchanged?
The customer-specific configuration therefore retained the standard aluminum ramp structure while replacing the normal plywood deck with a 3 mm aluminum panel.
The confirmed project logic was:
standard aluminum ramp
↓
customer identifies plywood wear as the main problem
↓
frame and ramp geometry remain suitable
↓
only the deck material is changed
↓
3 mm aluminum panel selected for the working surface
The modification was small.
But it directly addressed the customer's real concern.
This case is useful precisely because the solution was not complicated.
The customer did not need us to invent a new ramp.
They needed us to understand which part of the existing ramp did not fit their way of using it.
The answer was not the frame.
It was not the slope.
It was not the complete structure.
It was the surface.
So the lesson from this project is:
Customization does not always mean redesigning a structure. Sometimes the correct customization is simply replacing the one component whose material does not match the operating environment.
There is another useful way to describe it:
The ramp structure was already right. The working surface was not.
That, in my view, is the central sentence of this Case Study.
If the ramp will mainly be used for flight cases, carts, stage machinery or other heavy backstage equipment, useful information includes:
ramp length and width;
stage height;
intended slope;
maximum equipment weight;
wheel quantity;
wheel dimensions;
approximate load per wheel if available;
whether equipment has metal feet or narrow contact points;
indoor or outdoor use;
preferred deck material;
required guardrails;
frequency of installation and transport.
This information helps us determine whether the requirement is mainly a surface-material issue or whether the ramp structure itself also needs to change.
In this project, the customer expected frequent movement of heavy backstage equipment and was mainly concerned about scratches, surface wear and repeated plywood replacement.
The aluminum panel was selected to better match that operating environment.
No.
Material durability and structural load capacity are different questions.
The final capacity depends on the complete ramp frame, deck support, span, equipment weight and load distribution.
No.
Plywood is commonly used in temporary stage and ramp systems and remains a practical choice for many applications.
This customer had a more abrasion-intensive backstage use, which changed the material priority.
Not necessarily.
In this case, the original frame and ramp geometry were retained and only the surface panel was changed.
For other ramp sizes or heavier equipment, the underlying structure may also need to be reviewed.
That was the intended direction of this project.
However, very heavy equipment or concentrated wheel loads should still be checked against the actual ramp structure rather than judged from deck material alone.
Potentially, yes.
This case specifically demonstrates that the same underlying ramp concept can be retained while the top surface is changed according to the intended use.
