Dimensions and section properties for WT6X25

Structural sectional properties for a WT6X25 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X25
Cross Sectional AreaA7.3 in2
Section Widthb8.08 in
Section Depthd6.1 in
Flange thicknesstf0.64 in
Web thicknesstw0.37 in
Radius of Gyration about X-Xrx1.6 in
Radius of Gyrations about Y-Yry1.96 in
Moment of Inertia about X-XIx18.7 in4
Moment of Intertia about Y-YIy28.2 in4
Elastic Section Modulus about X-XSx3.79 in3
Elastic Section Modulus about Y-YSy6.97 in3
Plastic Section Modulus about X-XZx6.88 in3
Plastic Section Modulus about Y-YZy10.6 in3
St. Venant Torsional ConstantJ0.855 in4
Warping Torsion ConstantCw1.23 in6
Self Weight of sectionWeight25 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X25
Cross Sectional AreaA4710 mm2
Section Widthb205 mm
Section Depthd155 mm
Flange thicknesstf16.3 mm
Web thicknesstw9.4 mm
Radius of Gyration about X-Xrx41 mm
Radius of Gyrations about Y-Yry50 mm
Moment of Inertia about X-XIx8000000 mm4
Moment of Intertia about Y-YIy12000000 mm4
Elastic Section Modulus about X-XSx62000 mm3
Elastic Section Modulus about Y-YSy114000 mm3
Plastic Section Modulus about X-XZx113000 mm3
Plastic Section Modulus about Y-YZy174000 mm3
St. Venant Torsional ConstantJ356000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight37 kg/m

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

A WT6X25 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 25 lb/ft and has a cross sectional area of 7.3 in2. The height and width of the section are 6.1 in and 8.08 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