Dimensions and section properties for WT6X115

Structural sectional properties for a WT6X115 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X115
Cross Sectional AreaA33.8 in2
Section Widthb12.9 in
Section Depthd7.53 in
Flange thicknesstf2.07 in
Web thicknesstw1.29 in
Radius of Gyration about X-Xrx1.77 in
Radius of Gyrations about Y-Yry3.31 in
Moment of Inertia about X-XIx106 in4
Moment of Intertia about Y-YIy371 in4
Elastic Section Modulus about X-XSx18.5 in3
Elastic Section Modulus about Y-YSy57.5 in3
Plastic Section Modulus about X-XZx39.4 in3
Plastic Section Modulus about Y-YZy88.4 in3
St. Venant Torsional ConstantJ41.6 in4
Warping Torsion ConstantCw148 in6
Self Weight of sectionWeight115 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X115
Cross Sectional AreaA21806 mm2
Section Widthb328 mm
Section Depthd191 mm
Flange thicknesstf52.6 mm
Web thicknesstw32.8 mm
Radius of Gyration about X-Xrx45 mm
Radius of Gyrations about Y-Yry84 mm
Moment of Inertia about X-XIx44000000 mm4
Moment of Intertia about Y-YIy154000000 mm4
Elastic Section Modulus about X-XSx303000 mm3
Elastic Section Modulus about Y-YSy942000 mm3
Plastic Section Modulus about X-XZx646000 mm3
Plastic Section Modulus about Y-YZy1449000 mm3
St. Venant Torsional ConstantJ17315000 mm4
Warping Torsion ConstantCw40000000000 mm6
Self Weight of sectionWeight171 kg/m

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

A WT6X115 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 115 lb/ft and has a cross sectional area of 33.8 in2. The height and width of the section are 7.53 in and 12.9 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