Dimensions and section properties for WT6X11

Structural sectional properties for a WT6X11 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X11
Cross Sectional AreaA3.24 in2
Section Widthb4.03 in
Section Depthd6.16 in
Flange thicknesstf0.425 in
Web thicknesstw0.26 in
Radius of Gyration about X-Xrx1.9 in
Radius of Gyrations about Y-Yry0.847 in
Moment of Inertia about X-XIx11.7 in4
Moment of Intertia about Y-YIy2.33 in4
Elastic Section Modulus about X-XSx2.59 in3
Elastic Section Modulus about Y-YSy1.15 in3
Plastic Section Modulus about X-XZx4.63 in3
Plastic Section Modulus about Y-YZy1.83 in3
St. Venant Torsional ConstantJ0.146 in4
Warping Torsion ConstantCw0.137 in6
Self Weight of sectionWeight11 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X11
Cross Sectional AreaA2090 mm2
Section Widthb102 mm
Section Depthd156 mm
Flange thicknesstf10.8 mm
Web thicknesstw6.6 mm
Radius of Gyration about X-Xrx48 mm
Radius of Gyrations about Y-Yry22 mm
Moment of Inertia about X-XIx5000000 mm4
Moment of Intertia about Y-YIy1000000 mm4
Elastic Section Modulus about X-XSx42000 mm3
Elastic Section Modulus about Y-YSy19000 mm3
Plastic Section Modulus about X-XZx76000 mm3
Plastic Section Modulus about Y-YZy30000 mm3
St. Venant Torsional ConstantJ61000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight16 kg/m

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

A WT6X11 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 11 lb/ft and has a cross sectional area of 3.24 in2. The height and width of the section are 6.16 in and 4.03 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