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

C30030 C Purlin (Lysaght Cee)

AS 1397 / AS/NZS 4600Grade G450

The C30030 is a C purlin (Lysaght Cee) to AS 1397 / AS/NZS 4600. It is 300 mm deep with 3.0 mm base metal thickness, has a mass of 12.8 kg/m and a gross area of 1596 mm². Its major-axis second moment of area is Ix = 21.3 × 10⁶ mm⁴. Download its free DXF drawing (a true-scale CAD outline) below, or print the dimensioned drawing sheet.

Also written as: C300-30, C 300 30

DXF (AutoCAD R12)SVG drawingJSON data
C30030 C Purlin (Lysaght Cee) cross-section drawingxxyyD = 300B = 96L = 31.5t = 3ri = 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.AUTITLEC30030 C PURLIN (LYSAGHT CEE)STANDARDAS/NZS 4600GRADEG450SCALE @ A41:5UNITSmmDATE2026-10-08

Open the drawing full size (pinch to zoom)

Dimensions

C30030 dimensions
SymbolPropertyValueUnit
DDepth300mm
BFlange width96mm
LLip depth31.5mm
tBase metal thickness (BMT)3.0mm
riInside bend radius5.0mm

Section properties

C30030 section properties
SymbolPropertyValueUnit
mMass per metre (nominal)12.8kg/m
AgGross cross-section area1596mm²
IxSecond moment of area about x-axis21.310⁶ mm⁴
ZxElastic section modulus, x-axis14210³ mm³
SxPlastic section modulus, x-axis16810³ mm³
rxRadius of gyration, x-axis115.6mm
IySecond moment of area about y-axis1.9610⁶ mm⁴
ZyElastic section modulus, y-axis (min.)28.510³ mm³
SyPlastic section modulus, y-axis41.310³ mm³
ryRadius of gyration, y-axis35.0mm
xcCentroid from outside face of web27.3mm
JTorsion constant4.7910³ mm⁴
AsExternal surface area per metre1.070m²/m
As/tExternal surface area per tonne83.8m²/t

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

Mass 76.6 kg · surface area 6.42 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 12.52 kg/m. Verify against current manufacturer literature before use in design. Spotted an error? Report it.