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

C15015 C Purlin (Lysaght Cee)

AS 1397 / AS/NZS 4600Grade G450

The C15015 is a C purlin (Lysaght Cee) to AS 1397 / AS/NZS 4600. It is 152 mm deep with 1.5 mm base metal thickness, has a mass of 3.59 kg/m and a gross area of 443 mm². Its major-axis second moment of area is Ix = 1.61 × 10⁶ mm⁴. Download its free DXF drawing (a true-scale CAD outline) below, or print the dimensioned drawing sheet.

Also written as: C150-15, C 150 15

DXF (AutoCAD R12)SVG drawingJSON data
C15015 C Purlin (Lysaght Cee) cross-section drawingxxyyD = 152B = 64L = 15.5t = 1.5ri = 5NOTES1. ALL DIMENSIONS IN MILLIMETRES. TRUE SCALE 1:2 WHEN PRINTED ON A4.2. x-x, y-y: CENTROIDAL (PRINCIPAL) AXES.3. VERIFY AGAINST MANUFACTURER DATA BEFORE USE.STEELINFOSTEELINFO.AUTITLEC15015 C PURLIN (LYSAGHT CEE)STANDARDAS/NZS 4600GRADEG450SCALE @ A41:2UNITSmmDATE2026-10-08

Open the drawing full size (pinch to zoom)

Dimensions

C15015 dimensions
SymbolPropertyValueUnit
DDepth152mm
BFlange width64mm
LLip depth15.5mm
tBase metal thickness (BMT)1.5mm
riInside bend radius5.0mm

Section properties

C15015 section properties
SymbolPropertyValueUnit
mMass per metre (nominal)3.59kg/m
AgGross cross-section area443mm²
IxSecond moment of area about x-axis1.6110⁶ mm⁴
ZxElastic section modulus, x-axis21.110³ mm³
SxPlastic section modulus, x-axis24.510³ mm³
rxRadius of gyration, x-axis60.2mm
IySecond moment of area about y-axis0.23710⁶ mm⁴
ZyElastic section modulus, y-axis (min.)5.2910³ mm³
SyPlastic section modulus, y-axis8.1510³ mm³
ryRadius of gyration, y-axis23.1mm
xcCentroid from outside face of web19.2mm
JTorsion constant0.33210³ mm⁴
AsExternal surface area per metre0.593m²/m
As/tExternal surface area per tonne165.3m²/t

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

Mass 21.5 kg · surface area 3.56 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 3.48 kg/m. Verify against current manufacturer literature before use in design. Spotted an error? Report it.