Free Australian steel section data · AS 4100 · AS/NZS 3679 · AS/NZS 1163 DownloadsAdvertiseContact

C25019 C Purlin (Lysaght Cee)

AS 1397 / AS/NZS 4600Grade G450

The C25019 is a C purlin (Lysaght Cee) to AS 1397 / AS/NZS 4600. It is 254 mm deep with 1.9 mm base metal thickness, has a mass of 6.50 kg/m and a gross area of 808 mm². Its major-axis second moment of area is Ix = 7.62 × 10⁶ mm⁴. Download its free DXF drawing (a true-scale CAD outline) below, or print the dimensioned drawing sheet.

Also written as: C250-19, C 250 19

DXF (AutoCAD R12)SVG drawingJSON data
C25019 C Purlin (Lysaght Cee) cross-section drawingxxyyD = 254B = 76L = 18.5t = 1.9ri = 5NOTES1. ALL DIMENSIONS IN MILLIMETRES. TRUE SCALE 1:5 WHEN PRINTED ON A4.2. x-x, y-y: CENTROIDAL (PRINCIPAL) AXES.3. VERIFY AGAINST MANUFACTURER DATA BEFORE USE.STEELINFOSTEELINFO.AUTITLEC25019 C PURLIN (LYSAGHT CEE)STANDARDAS/NZS 4600GRADEG450SCALE @ A41:5UNITSmmDATE2026-10-08

Open the drawing full size (pinch to zoom)

Dimensions

C25019 dimensions
SymbolPropertyValueUnit
DDepth254mm
BFlange width76mm
LLip depth18.5mm
tBase metal thickness (BMT)1.9mm
riInside bend radius5.0mm

Section properties

C25019 section properties
SymbolPropertyValueUnit
mMass per metre (nominal)6.50kg/m
AgGross cross-section area808mm²
IxSecond moment of area about x-axis7.6210⁶ mm⁴
ZxElastic section modulus, x-axis60.010³ mm³
SxPlastic section modulus, x-axis71.010³ mm³
rxRadius of gyration, x-axis97.1mm
IySecond moment of area about y-axis0.56110⁶ mm⁴
ZyElastic section modulus, y-axis (min.)9.8610³ mm³
SyPlastic section modulus, y-axis14.810³ mm³
ryRadius of gyration, y-axis26.4mm
xcCentroid from outside face of web19.1mm
JTorsion constant0.97210³ mm⁴
AsExternal surface area per metre0.854m²/m
As/tExternal surface area per tonne131.4m²/t

Axes: x-x is the major axis and y-y the minor axis, both through the centroid.

Mass 39.0 kg · surface area 5.13 m²

Material

Material – G450
SymbolPropertyValueUnit
Steel gradeG450 (AS 1397)
fyYield stress450MPa
fuTensile strength480MPa

Cold-formed purlins and girts are designed to AS/NZS 4600, where local and distortional buckling, bridging and cladding restraint govern. Use the manufacturer’s span and capacity tables (e.g. the Lysaght Zeds & Cees User Guide) for design. Gross section properties are shown here.

Other c purlins (cees)

Relevant Australian Standards

See all Australian Standards for structural steel.

Properties are calculated from nominal dimensions, including root and toe radii, as described in notation & method. Mass is the nominal catalogue mass; the calculated mass at 7850 kg/m³ is 6.34 kg/m. Verify against current manufacturer literature before use in design. Spotted an error? Report it.