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C15019 C Purlin (Lysaght Cee)

AS 1397 / AS/NZS 4600Grade G450

The C15019 is a C purlin (Lysaght Cee) to AS 1397 / AS/NZS 4600. It is 152 mm deep with 1.9 mm base metal thickness, has a mass of 4.51 kg/m and a gross area of 561 mm². Its major-axis second moment of area is Ix = 2.02 × 10⁶ mm⁴. Download its free DXF drawing (a true-scale CAD outline) below, or print the dimensioned drawing sheet.

Also written as: C150-19, C 150 19

DXF (AutoCAD R12)SVG drawingJSON data
C15019 C Purlin (Lysaght Cee) cross-section drawingxxyyD = 152B = 64L = 16.5t = 1.9ri = 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.AUTITLEC15019 C PURLIN (LYSAGHT CEE)STANDARDAS/NZS 4600GRADEG450SCALE @ A41:2UNITSmmDATE2026-10-08

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Dimensions

C15019 dimensions
SymbolPropertyValueUnit
DDepth152mm
BFlange width64mm
LLip depth16.5mm
tBase metal thickness (BMT)1.9mm
riInside bend radius5.0mm

Section properties

C15019 section properties
SymbolPropertyValueUnit
mMass per metre (nominal)4.51kg/m
AgGross cross-section area561mm²
IxSecond moment of area about x-axis2.0210⁶ mm⁴
ZxElastic section modulus, x-axis26.610³ mm³
SxPlastic section modulus, x-axis30.910³ mm³
rxRadius of gyration, x-axis60.0mm
IySecond moment of area about y-axis0.30010⁶ mm⁴
ZyElastic section modulus, y-axis (min.)6.7410³ mm³
SyPlastic section modulus, y-axis10.410³ mm³
ryRadius of gyration, y-axis23.1mm
xcCentroid from outside face of web19.5mm
JTorsion constant0.67510³ mm⁴
AsExternal surface area per metre0.594m²/m
As/tExternal surface area per tonne131.7m²/t

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

Mass 27.1 kg · surface area 3.57 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 4.40 kg/m. Verify against current manufacturer literature before use in design. Spotted an error? Report it.