PFC · Parallel Flange Channels

250PFC

250PFC Parallel Flange Channel

  • AS/NZS 3679.1:2016
  • Design: AS 4100:2020
  • Unverified
Weight Surface area Equivalents XML
Mass35.50kg/m
A4,522mm²
Ix45.14010⁶ mm⁴
Zx361.110³ mm³
250PFC cross-section
Cross-section drawn to scale from nominal dimensions. Cross-hair marks the centroid.

Dimensions

ParameterSymbolValueUnitData
Depthd250.0mmU
Flange widthbf90.0mmU
Flange thicknesstf15.0mmU
Web thicknesstw8.0mmU
Root radiusr112.0mmU

Section Properties

ParameterSymbolValueUnitData
General
Mass per metre mass35.50kg/mC
Gross area A4,522mm²C
Centroid x̄ (from left/heel) xc28.6mmC
About x-axis (major)
Second moment of area Ix Ix45.14010⁶ mm⁴C
Elastic section modulus Zx (min) Zx361.110³ mm³C
Plastic section modulus Sx Sx420.710³ mm³C
Radius of gyration rx rx99.9mmC
About y-axis (minor)
Second moment of area Iy Iy3.64310⁶ mm⁴C
Elastic section modulus Zy (min) Zy59.310³ mm³C
Plastic section modulus Sy Sy107.410³ mm³C
Radius of gyration ry ry28.4mmC
Torsion & warping
Torsion constant JApproximate thin-walled value, fillets neglected J0.24010⁶ mm⁴C
Surface area
External surface area extArea0.834m²/mC

Nominal designation mass 35.50 kg/m; calculated 35.50 kg/m (-0.0%).

Steel Grades

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

Strengths shown for governing thickness t = 15.0 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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