Dimensions and section properties for W10X39

Structural sectional properties for a W10X39 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X39
Cross Sectional AreaA11.5 in2
Section Widthb7.99 in
Section Depthd9.92 in
Flange thicknesstf0.53 in
Web thicknesstw0.315 in
Radius of Gyration about X-Xrx4.27 in
Radius of Gyrations about Y-Yry1.98 in
Moment of Inertia about X-XIx209 in4
Moment of Intertia about Y-YIy45 in4
Elastic Section Modulus about X-XSx42.1 in3
Elastic Section Modulus about Y-YSy11.3 in3
Plastic Section Modulus about X-XZx46.8 in3
Plastic Section Modulus about Y-YZy17.2 in3
St. Venant Torsional ConstantJ0.976 in4
Warping Torsion ConstantCw992 in6
Self Weight of sectionWeight39 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X39
Cross Sectional AreaA7419 mm2
Section Widthb203 mm
Section Depthd252 mm
Flange thicknesstf13.5 mm
Web thicknesstw8 mm
Radius of Gyration about X-Xrx108 mm
Radius of Gyrations about Y-Yry50 mm
Moment of Inertia about X-XIx87000000 mm4
Moment of Intertia about Y-YIy19000000 mm4
Elastic Section Modulus about X-XSx690000 mm3
Elastic Section Modulus about Y-YSy185000 mm3
Plastic Section Modulus about X-XZx767000 mm3
Plastic Section Modulus about Y-YZy282000 mm3
St. Venant Torsional ConstantJ406000 mm4
Warping Torsion ConstantCw266000000000 mm6
Self Weight of sectionWeight58 kg/m

Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.

A W10X39 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 39 lb/ft and has a cross sectional area of 11.5 in2. The height and width of the section are 9.92 in and 7.99 in respectively.

The section has a tensile yield capacity of:

kip

The section has a flexural plastic moment capacity of:

kip-ft

The section has a flexural elastic moment capacity of:

kip-ft