Dimensions and section properties for WT9X23

Structural sectional properties for a WT9X23 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X23
Cross Sectional AreaA6.77 in2
Section Widthb6.06 in
Section Depthd9.03 in
Flange thicknesstf0.605 in
Web thicknesstw0.36 in
Radius of Gyration about X-Xrx2.77 in
Radius of Gyrations about Y-Yry1.29 in
Moment of Inertia about X-XIx52.1 in4
Moment of Intertia about Y-YIy11.3 in4
Elastic Section Modulus about X-XSx7.77 in3
Elastic Section Modulus about Y-YSy3.71 in3
Plastic Section Modulus about X-XZx13.9 in3
Plastic Section Modulus about Y-YZy5.84 in3
St. Venant Torsional ConstantJ0.609 in4
Warping Torsion ConstantCw1.2 in6
Self Weight of sectionWeight23 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X23
Cross Sectional AreaA4368 mm2
Section Widthb154 mm
Section Depthd229 mm
Flange thicknesstf15.4 mm
Web thicknesstw9.1 mm
Radius of Gyration about X-Xrx70 mm
Radius of Gyrations about Y-Yry33 mm
Moment of Inertia about X-XIx22000000 mm4
Moment of Intertia about Y-YIy5000000 mm4
Elastic Section Modulus about X-XSx127000 mm3
Elastic Section Modulus about Y-YSy61000 mm3
Plastic Section Modulus about X-XZx228000 mm3
Plastic Section Modulus about Y-YZy96000 mm3
St. Venant Torsional ConstantJ253000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight34 kg/m

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

A WT9X23 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 23 lb/ft and has a cross sectional area of 6.77 in2. The height and width of the section are 9.03 in and 6.06 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