Dimensions and section properties for WT15X58

Structural sectional properties for a WT15X58 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT15X58
Cross Sectional AreaA17.1 in2
Section Widthb10.5 in
Section Depthd15 in
Flange thicknesstf0.85 in
Web thicknesstw0.565 in
Radius of Gyration about X-Xrx4.67 in
Radius of Gyrations about Y-Yry2.19 in
Moment of Inertia about X-XIx373 in4
Moment of Intertia about Y-YIy82.1 in4
Elastic Section Modulus about X-XSx33.7 in3
Elastic Section Modulus about Y-YSy15.6 in3
Plastic Section Modulus about X-XZx60.4 in3
Plastic Section Modulus about Y-YZy24.6 in3
St. Venant Torsional ConstantJ3.21 in4
Warping Torsion ConstantCw20.5 in6
Self Weight of sectionWeight58 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT15X58
Cross Sectional AreaA11032 mm2
Section Widthb267 mm
Section Depthd381 mm
Flange thicknesstf21.6 mm
Web thicknesstw14.4 mm
Radius of Gyration about X-Xrx119 mm
Radius of Gyrations about Y-Yry56 mm
Moment of Inertia about X-XIx155000000 mm4
Moment of Intertia about Y-YIy34000000 mm4
Elastic Section Modulus about X-XSx552000 mm3
Elastic Section Modulus about Y-YSy256000 mm3
Plastic Section Modulus about X-XZx990000 mm3
Plastic Section Modulus about Y-YZy403000 mm3
St. Venant Torsional ConstantJ1336000 mm4
Warping Torsion ConstantCw6000000000 mm6
Self Weight of sectionWeight86 kg/m

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

A WT15X58 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 58 lb/ft and has a cross sectional area of 17.1 in2. The height and width of the section are 15 in and 10.5 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