R-Panel is one of the most common exposed-fastener roofing and wall cladding profiles used in:
United States
Canada
Industrial buildings
Commercial metal structures
Although similar to PBR, R-Panel typically:
Does NOT include a purlin bearing leg
Maintains 36” cover width
Uses 1¼” rib height
Uses 12” rib spacing
Specification must clearly define which variant is required.
In most U.S. markets:
Standard R-Panel =
36” effective cover width (914 mm)
1¼” rib height (approx. 32 mm)
12” rib pitch (305 mm)
Major ribs with minor ribs between
No bearing leg extension
However, some suppliers blur the line between R-Panel and PBR.
Always confirm:
Whether bearing leg is included or not.
Typical U.S. R-Panel:
Effective cover width: 36”
Overall width: ~38–39” formed
Rib height: 1¼” (32 mm)
Rib spacing: 12” centers
Minor ribs: 1 or 2 between majors
Always request full cross-sectional drawing before approval.
Outside the USA:
1000 mm cover variants
900 mm cover versions
Rib heights from 25–40 mm
Different minor rib configurations
Never specify simply “R-Panel.”
Specify:
Exact cover width + rib geometry.
For standard 36” cover R-Panel:
Typical developed coil width:
1040–1120 mm (approximate range)
Exact width depends on:
Bend angles
Bend radii
Thickness
Springback compensation
Metric 1000 mm cover versions:
Typically require 1150–1250 mm coil.
Developed width must be calculated — not estimated.
Common R-Panel thickness:
Residential:
29 gauge (~0.36–0.40 mm)
Commercial:
26 gauge (~0.45–0.50 mm)
Industrial:
24 gauge (~0.60 mm)
Heavy structural:
22 gauge (~0.75 mm)
Machine must be engineered for:
Maximum intended thickness at maximum grade.
Common grades:
USA:
ASTM A653 Grade 33 (33 ksi)
ASTM A653 Grade 50 (50 ksi)
International:
G250
G350
G550 (less common but possible)
Higher grade increases:
Forming force
Springback
Motor torque
Shaft deflection
Never specify thickness without grade.
Common coatings:
G60 / G90 galvanized
AZ50 / AZ55 Galvalume
Prepainted (SMP / PVDF)
Prepainted requires:
Polished roll tooling.
Galvalume may increase friction slightly.
Coating must be declared before tooling design.
1¼” (32 mm) rib height is typical.
Altering rib height changes:
Structural performance
Wind uplift resistance
Machine forming load
Minor rib design also affects:
Panel stiffness
Aesthetic appearance
Geometry must remain consistent with tested load tables.
R-Panel uses exposed fasteners.
Specify:
Side lap configuration
Screw placement location
Minor rib alignment
Sealant compatibility
Overlap design affects water performance.
In the USA:
R-Panel systems often require:
Wind uplift ratings under IBC.
Profile geometry must match:
Certified test sample.
Changing:
Rib height
Steel grade
Thickness
Can invalidate load rating.
Typical R-Panel machine:
14–18 forming stands
70–85 mm shafts (depending on thickness & grade)
15–22 kW motor
Hydraulic stop cut standard
Flying shear for high-speed lines
Thicker or higher-grade steel requires:
Larger shafts and stronger motor.
Typical speeds:
Standard line:
15–20 m/min
High-speed industrial:
30–40 m/min
Cutting system determines maximum production rate.
Typical dimensional targets:
Width ±2 mm
Rib height ±1 mm
Length ±2 mm
Tolerance stability affects:
Overlap alignment
Aesthetic quality
Certification compliance
Machine rigidity influences consistency.
Developed width must include:
All bend allowances
Thickness compensation
Springback correction
Wrong developed width causes:
Material waste
Production interruption
Incorrect effective cover
Calculation must be done from approved drawing.
Some countries request:
Metric cover widths
Different rib spacing
Higher rib height
Never assume U.S. R-Panel is universal.
Define market before specifying profile.
❌ Confusing R-Panel with PBR
❌ Not confirming bearing leg presence
❌ Ignoring developed width calculation
❌ Specifying gauge without grade
❌ Overlooking coating type
❌ Not confirming wind rating requirement
Most issues originate at specification stage.
Before tooling approval:
✔ Confirm effective cover width
✔ Confirm rib height & spacing
✔ Confirm minor rib detail
✔ Confirm thickness range
✔ Confirm steel grade
✔ Confirm coating
✔ Calculate developed width
✔ Confirm coil availability
✔ Confirm target speed
✔ Confirm compliance requirements
Then proceed to tooling design.
No — PBR includes bearing leg; R-Panel typically does not.
Approximately 1040–1120 mm for 36” cover, but must be calculated.
Only if machine capacity supports it.
Yes — Grade 50 requires more forming force than Grade 33.
In the U.S., yes. International markets vary.
Not without recalculating structural performance.
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