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C15012 C Purlin (Lysaght Cee)

AS 1397 / AS/NZS 4600Grade G500

The C15012 is a C purlin (Lysaght Cee) to AS 1397 / AS/NZS 4600. It is 152 mm deep with 1.2 mm base metal thickness, has a mass of 2.89 kg/m and a gross area of 353 mm². Its major-axis second moment of area is Ix = 1.29 × 10⁶ mm⁴. Download its free DXF drawing (a true-scale CAD outline) below, or print the dimensioned drawing sheet.

Also written as: C150-12, C 150 12

DXF (AutoCAD R12)SVG drawingJSON data
C15012 C Purlin (Lysaght Cee) cross-section drawingxxyyD = 152B = 64L = 14.5t = 1.2ri = 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.AUTITLEC15012 C PURLIN (LYSAGHT CEE)STANDARDAS/NZS 4600GRADEG500SCALE @ A41:2UNITSmmDATE2026-10-08

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Dimensions

C15012 dimensions
SymbolPropertyValueUnit
DDepth152mm
BFlange width64mm
LLip depth14.5mm
tBase metal thickness (BMT)1.2mm
riInside bend radius5.0mm

Section properties

C15012 section properties
SymbolPropertyValueUnit
mMass per metre (nominal)2.89kg/m
AgGross cross-section area353mm²
IxSecond moment of area about x-axis1.2910⁶ mm⁴
ZxElastic section modulus, x-axis17.010³ mm³
SxPlastic section modulus, x-axis19.610³ mm³
rxRadius of gyration, x-axis60.4mm
IySecond moment of area about y-axis0.18810⁶ mm⁴
ZyElastic section modulus, y-axis (min.)4.1710³ mm³
SyPlastic section modulus, y-axis6.4610³ mm³
ryRadius of gyration, y-axis23.1mm
xcCentroid from outside face of web18.9mm
JTorsion constant0.17010³ mm⁴
AsExternal surface area per metre0.592m²/m
As/tExternal surface area per tonne204.7m²/t

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

Mass 17.3 kg · surface area 3.55 m²

Material

Material – G500
SymbolPropertyValueUnit
Steel gradeG500 (AS 1397)
fyYield stress500MPa
fuTensile strength520MPa

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 2.77 kg/m. Verify against current manufacturer literature before use in design. Spotted an error? Report it.