Dimensions and section properties for W24X207

Structural sectional properties for a W24X207 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW24X207
Cross Sectional AreaA60.7 in2
Section Widthb13 in
Section Depthd25.7 in
Flange thicknesstf1.57 in
Web thicknesstw0.87 in
Radius of Gyration about X-Xrx10.6 in
Radius of Gyrations about Y-Yry3.08 in
Moment of Inertia about X-XIx6820 in4
Moment of Intertia about Y-YIy578 in4
Elastic Section Modulus about X-XSx531 in3
Elastic Section Modulus about Y-YSy88.8 in3
Plastic Section Modulus about X-XZx606 in3
Plastic Section Modulus about Y-YZy137 in3
St. Venant Torsional ConstantJ38.3 in4
Warping Torsion ConstantCw84100 in6
Self Weight of sectionWeight207 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW24X207
Cross Sectional AreaA39161 mm2
Section Widthb330 mm
Section Depthd653 mm
Flange thicknesstf39.9 mm
Web thicknesstw22.1 mm
Radius of Gyration about X-Xrx269 mm
Radius of Gyrations about Y-Yry78 mm
Moment of Inertia about X-XIx2839000000 mm4
Moment of Intertia about Y-YIy241000000 mm4
Elastic Section Modulus about X-XSx8702000 mm3
Elastic Section Modulus about Y-YSy1455000 mm3
Plastic Section Modulus about X-XZx9931000 mm3
Plastic Section Modulus about Y-YZy2245000 mm3
St. Venant Torsional ConstantJ15942000 mm4
Warping Torsion ConstantCw22584000000000 mm6
Self Weight of sectionWeight308 kg/m

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

A W24X207 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 207 lb/ft and has a cross sectional area of 60.7 in2. The height and width of the section are 25.7 in and 13 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