Dimensions and section properties for WT9X96

Structural sectional properties for a WT9X96 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X96
Cross Sectional AreaA28.1 in2
Section Widthb11.5 in
Section Depthd10.2 in
Flange thicknesstf1.75 in
Web thicknesstw0.96 in
Radius of Gyration about X-Xrx2.68 in
Radius of Gyrations about Y-Yry2.79 in
Moment of Inertia about X-XIx202 in4
Moment of Intertia about Y-YIy220 in4
Elastic Section Modulus about X-XSx25.8 in3
Elastic Section Modulus about Y-YSy38.4 in3
Plastic Section Modulus about X-XZx48.5 in3
Plastic Section Modulus about Y-YZy59.4 in3
St. Venant Torsional ConstantJ22.3 in4
Warping Torsion ConstantCw75.7 in6
Self Weight of sectionWeight96 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X96
Cross Sectional AreaA18129 mm2
Section Widthb292 mm
Section Depthd259 mm
Flange thicknesstf44.5 mm
Web thicknesstw24.4 mm
Radius of Gyration about X-Xrx68 mm
Radius of Gyrations about Y-Yry71 mm
Moment of Inertia about X-XIx84000000 mm4
Moment of Intertia about Y-YIy92000000 mm4
Elastic Section Modulus about X-XSx423000 mm3
Elastic Section Modulus about Y-YSy629000 mm3
Plastic Section Modulus about X-XZx795000 mm3
Plastic Section Modulus about Y-YZy973000 mm3
St. Venant Torsional ConstantJ9282000 mm4
Warping Torsion ConstantCw20000000000 mm6
Self Weight of sectionWeight143 kg/m

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

A WT9X96 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 96 lb/ft and has a cross sectional area of 28.1 in2. The height and width of the section are 10.2 in and 11.5 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