Dimensions and section properties for WT3X10

Structural sectional properties for a WT3X10 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT3X10
Cross Sectional AreaA2.94 in2
Section Widthb6.02 in
Section Depthd3.1 in
Flange thicknesstf0.365 in
Web thicknesstw0.26 in
Radius of Gyration about X-Xrx0.774 in
Radius of Gyrations about Y-Yry1.5 in
Moment of Inertia about X-XIx1.76 in4
Moment of Intertia about Y-YIy6.64 in4
Elastic Section Modulus about X-XSx0.693 in3
Elastic Section Modulus about Y-YSy2.21 in3
Plastic Section Modulus about X-XZx1.29 in3
Plastic Section Modulus about Y-YZy3.36 in3
St. Venant Torsional ConstantJ0.12 in4
Warping Torsion ConstantCw0.0858 in6
Self Weight of sectionWeight10 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT3X10
Cross Sectional AreaA1897 mm2
Section Widthb153 mm
Section Depthd79 mm
Flange thicknesstf9.3 mm
Web thicknesstw6.6 mm
Radius of Gyration about X-Xrx20 mm
Radius of Gyrations about Y-Yry38 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx11000 mm3
Elastic Section Modulus about Y-YSy36000 mm3
Plastic Section Modulus about X-XZx21000 mm3
Plastic Section Modulus about Y-YZy55000 mm3
St. Venant Torsional ConstantJ50000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight15 kg/m

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

A WT3X10 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 10 lb/ft and has a cross sectional area of 2.94 in2. The height and width of the section are 3.1 in and 6.02 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