WB · Welded Beams

700WB115

700WB115 Welded Beam

  • AS/NZS 3679.2:2016
  • Design: AS 4100:2020
  • Unverified
Weight Surface area Equivalents XML
Mass114.61kg/m
A14,600mm²
Ix1,153.70310⁶ mm⁴
Zx3,334.410³ mm³
700WB115 cross-section
Cross-section drawn to scale from nominal dimensions. Cross-hair marks the centroid.

Dimensions

ParameterSymbolValueUnitData
Depthd692.0mmU
Flange widthbf250.0mmU
Flange thicknesstf16.0mmU
Web thicknesstw10.0mmU

Section Properties

ParameterSymbolValueUnitData
General
Mass per metre mass114.61kg/mC
Gross area A14,600mm²C
About x-axis (major)
Second moment of area Ix Ix1,153.70310⁶ mm⁴C
Elastic section modulus Zx (min) Zx3,334.410³ mm³C
Plastic section modulus Sx Sx3,793.010³ mm³C
Radius of gyration rx rx281.1mmC
About y-axis (minor)
Second moment of area Iy Iy41.72210⁶ mm⁴C
Elastic section modulus Zy (min) Zy333.810³ mm³C
Plastic section modulus Sy Sy516.510³ mm³C
Radius of gyration ry ry53.5mmC
Torsion & warping
Torsion constant JApproximate thin-walled value, fillets neglected J0.90310⁶ mm⁴C
Warping constant IwIy·(d−tf)²/4 Iw4,766.4510⁹ mm⁶C
Surface area
External surface area extArea2.364m²/mC

Nominal designation mass 115.00 kg/m; calculated 114.61 kg/m (-0.3%).

Steel Grades

GradeStandard fy MPafu MPa NoteData
300 AS/NZS 3679.2:2016 300 430 Typical grade – confirm with manufacturer U

Strengths shown for governing thickness t = 16.0 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 3679.2:2016 Structural steel – Welded I sections
Edition
2016
Publication year
2016
Page reference
—
Last updated
2026-10-12
Verification status
Unverified

Welded section: web-to-flange fillet welds neglected in calculated properties. Nominal dimensions require verification against AS/NZS 3679.2 and the manufacturer catalogue.

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