Dimensions and section properties for WT9X43

Structural sectional properties for a WT9X43 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X43
Cross Sectional AreaA12.7 in2
Section Widthb11.1 in
Section Depthd9.2 in
Flange thicknesstf0.77 in
Web thicknesstw0.48 in
Radius of Gyration about X-Xrx2.55 in
Radius of Gyrations about Y-Yry2.63 in
Moment of Inertia about X-XIx82.4 in4
Moment of Intertia about Y-YIy87.6 in4
Elastic Section Modulus about X-XSx11.2 in3
Elastic Section Modulus about Y-YSy15.8 in3
Plastic Section Modulus about X-XZx19.9 in3
Plastic Section Modulus about Y-YZy24.2 in3
St. Venant Torsional ConstantJ2.04 in4
Warping Torsion ConstantCw6.42 in6
Self Weight of sectionWeight43 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X43
Cross Sectional AreaA8194 mm2
Section Widthb282 mm
Section Depthd234 mm
Flange thicknesstf19.6 mm
Web thicknesstw12.2 mm
Radius of Gyration about X-Xrx65 mm
Radius of Gyrations about Y-Yry67 mm
Moment of Inertia about X-XIx34000000 mm4
Moment of Intertia about Y-YIy36000000 mm4
Elastic Section Modulus about X-XSx184000 mm3
Elastic Section Modulus about Y-YSy259000 mm3
Plastic Section Modulus about X-XZx326000 mm3
Plastic Section Modulus about Y-YZy397000 mm3
St. Venant Torsional ConstantJ849000 mm4
Warping Torsion ConstantCw2000000000 mm6
Self Weight of sectionWeight64 kg/m

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

A WT9X43 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 43 lb/ft and has a cross sectional area of 12.7 in2. The height and width of the section are 9.2 in and 11.1 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