Dimensions and section properties for WT12X153

Structural sectional properties for a WT12X153 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT12X153
Cross Sectional AreaA44.9 in2
Section Widthb13.4 in
Section Depthd13.6 in
Flange thicknesstf2.28 in
Web thicknesstw1.26 in
Radius of Gyration about X-Xrx3.69 in
Radius of Gyrations about Y-Yry3.2 in
Moment of Inertia about X-XIx611 in4
Moment of Intertia about Y-YIy460 in4
Elastic Section Modulus about X-XSx59.4 in3
Elastic Section Modulus about Y-YSy68.6 in3
Plastic Section Modulus about X-XZx110 in3
Plastic Section Modulus about Y-YZy107 in3
St. Venant Torsional ConstantJ58.4 in4
Warping Torsion ConstantCw305 in6
Self Weight of sectionWeight153 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT12X153
Cross Sectional AreaA28968 mm2
Section Widthb340 mm
Section Depthd345 mm
Flange thicknesstf57.9 mm
Web thicknesstw32 mm
Radius of Gyration about X-Xrx94 mm
Radius of Gyrations about Y-Yry81 mm
Moment of Inertia about X-XIx254000000 mm4
Moment of Intertia about Y-YIy191000000 mm4
Elastic Section Modulus about X-XSx973000 mm3
Elastic Section Modulus about Y-YSy1124000 mm3
Plastic Section Modulus about X-XZx1803000 mm3
Plastic Section Modulus about Y-YZy1753000 mm3
St. Venant Torsional ConstantJ24308000 mm4
Warping Torsion ConstantCw82000000000 mm6
Self Weight of sectionWeight228 kg/m

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

A WT12X153 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 153 lb/ft and has a cross sectional area of 44.9 in2. The height and width of the section are 13.6 in and 13.4 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