IPE – parallel-flange I-beams

IPE 500

Standard: EN 10365:2017Source: Geometry: Steel Section Database (MIT) — calculated properties (exact engine)
xybf = 200d = 500tf = 16tf = 16tw = 10.2tw = 10.2
Cross-section, to scaledimensions in mm

Dimensions

Depthd
500mm
Flange widthbf
200mm
Web thicknesstw
10.2mm
Flange thicknesstf
16mm
Root radiusr
21mm

Mass and area

Mass per lengthm
90.68kg/m
Cross-sectional areaA
11,552mm²
Outside perimeterP
1,744mm

Strong axis x–x

Moment of inertiaIx
48210⁶ mm⁴
Elastic section modulusSx
1,92810³ mm³
Plastic section modulusZx
2,19410³ mm³
Radius of gyrationrx
204.3mm

Weak axis y–y

Moment of inertiaIy
21.4210⁶ mm⁴
Elastic section modulusSy
214.210³ mm³
Plastic section modulusZy
335.910³ mm³
Radius of gyrationry
43.06mm

Torsion and stability

Torsional constantJ
892.910³ mm⁴
Warping constantCw
1,24910⁹ mm⁶

Equivalents in other standards