Dimensions and section properties for WT9X53

Structural sectional properties for a WT9X53 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X53
Cross Sectional AreaA15.6 in2
Section Widthb11.2 in
Section Depthd9.37 in
Flange thicknesstf0.94 in
Web thicknesstw0.59 in
Radius of Gyration about X-Xrx2.59 in
Radius of Gyrations about Y-Yry2.66 in
Moment of Inertia about X-XIx104 in4
Moment of Intertia about Y-YIy110 in4
Elastic Section Modulus about X-XSx14.1 in3
Elastic Section Modulus about Y-YSy19.7 in3
Plastic Section Modulus about X-XZx25.2 in3
Plastic Section Modulus about Y-YZy30.2 in3
St. Venant Torsional ConstantJ3.73 in4
Warping Torsion ConstantCw12.1 in6
Self Weight of sectionWeight53 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X53
Cross Sectional AreaA10064 mm2
Section Widthb284 mm
Section Depthd238 mm
Flange thicknesstf23.9 mm
Web thicknesstw15 mm
Radius of Gyration about X-Xrx66 mm
Radius of Gyrations about Y-Yry68 mm
Moment of Inertia about X-XIx43000000 mm4
Moment of Intertia about Y-YIy46000000 mm4
Elastic Section Modulus about X-XSx231000 mm3
Elastic Section Modulus about Y-YSy323000 mm3
Plastic Section Modulus about X-XZx413000 mm3
Plastic Section Modulus about Y-YZy495000 mm3
St. Venant Torsional ConstantJ1553000 mm4
Warping Torsion ConstantCw3000000000 mm6
Self Weight of sectionWeight79 kg/m

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

A WT9X53 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 53 lb/ft and has a cross sectional area of 15.6 in2. The height and width of the section are 9.37 in and 11.2 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