How to Specify an R-Panel Roofing Profile (Complete Technical Guide)

Learn about how to specify an r-panel roofing profile (complete technical guide) in roll forming machines. Profile Guide guide covering technical details

Complete Engineering & Procurement Guide

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.

1️⃣ Understanding What “R-Panel” Means

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.

2️⃣ Standard Finished Dimensions (U.S. Reference)

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.

3️⃣ Metric & International Variations

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.

4️⃣ Typical Coil Width for R-Panel

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.

5️⃣ Thickness Range (Market Standards)

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.

6️⃣ Material Grade Selection

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.

7️⃣ Coating Specification

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.

8️⃣ Rib Geometry Considerations

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.

9️⃣ Overlap & Fastener Detail

R-Panel uses exposed fasteners.

Specify:

  • Side lap configuration

  • Screw placement location

  • Minor rib alignment

  • Sealant compatibility

Overlap design affects water performance.

🔟 Wind & Code Compliance

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.

1️⃣1️⃣ Machine Engineering Considerations

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.

1️⃣2️⃣ Production Speed

Typical speeds:

Standard line:
15–20 m/min

High-speed industrial:
30–40 m/min

Cutting system determines maximum production rate.

1️⃣3️⃣ Tolerance Requirements

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.

1️⃣4️⃣ Developed Width Reminder

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.

1️⃣5️⃣ Export Market Considerations

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.

1️⃣6️⃣ Common Specification Mistakes

  • ❌ 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.

1️⃣7️⃣ Final R-Panel Specification Checklist

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.

FAQ Section

Is R-Panel the same as PBR?

No — PBR includes bearing leg; R-Panel typically does not.

What is typical coil width?

Approximately 1040–1120 mm for 36” cover, but must be calculated.

Can I run 22 gauge on standard machine?

Only if machine capacity supports it.

Does grade matter for R-Panel?

Yes — Grade 50 requires more forming force than Grade 33.

Is 36” always standard?

In the U.S., yes. International markets vary.

Can I slightly adjust rib spacing?

Not without recalculating structural performance.

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