PFC · Parallel Flange Channels

380PFC

380PFC Parallel Flange Channel

  • AS/NZS 3679.1:2016
  • Design: AS 4100:2020
  • Unverified
Weight Surface area Equivalents XML
Mass55.22kg/m
A7,034mm²
Ix151.70910⁶ mm⁴
Zx798.510³ mm³
380PFC cross-section
Cross-section drawn to scale from nominal dimensions. Cross-hair marks the centroid.

Dimensions

ParameterSymbolValueUnitData
Depthd380.0mmU
Flange widthbf100.0mmU
Flange thicknesstf17.5mmU
Web thicknesstw10.0mmU
Root radiusr114.0mmU

Section Properties

ParameterSymbolValueUnitData
General
Mass per metre mass55.22kg/mC
Gross area A7,034mm²C
Centroid x̄ (from left/heel) xc27.5mmC
About x-axis (major)
Second moment of area Ix Ix151.70910⁶ mm⁴C
Elastic section modulus Zx (min) Zx798.510³ mm³C
Plastic section modulus Sx Sx946.210³ mm³C
Radius of gyration rx rx146.9mmC
About y-axis (minor)
Second moment of area Iy Iy6.48210⁶ mm⁴C
Elastic section modulus Zy (min) Zy89.410³ mm³C
Plastic section modulus Sy Sy160.810³ mm³C
Radius of gyration ry ry30.4mmC
Torsion & warping
Torsion constant JApproximate thin-walled value, fillets neglected J0.47210⁶ mm⁴C
Surface area
External surface area extArea1.128m²/mC

Nominal designation mass 55.20 kg/m; calculated 55.22 kg/m (+0.0%).

Steel Grades

GradeStandard fy MPafu MPa NoteData
300 AS/NZS 3679.1:2016 280 440 Typical grade supplied – confirm availability with supplier U

Strengths shown for governing thickness t = 17.5 mm. Density 7850 kg/m³, E = 200 000 MPa.

Source & Verification

Source publisher
Pending verification – nominal dimensions entered by the application developer
Source document
AS/NZS 3679.1:2016 Structural steel – Hot-rolled bars and sections
Edition
2016
Publication year
2016
Page reference
—
Last updated
2026-10-12
Verification status
Unverified

Nominal dimensions require verification against the current edition of the product standard and the manufacturer catalogue before design use. Properties are calculated by this application from the nominal dimensions.

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