Dimensions and section properties for WT6X95

Structural sectional properties for a WT6X95 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X95
Cross Sectional AreaA28 in2
Section Widthb12.7 in
Section Depthd7.19 in
Flange thicknesstf1.74 in
Web thicknesstw1.06 in
Radius of Gyration about X-Xrx1.68 in
Radius of Gyrations about Y-Yry3.25 in
Moment of Inertia about X-XIx79 in4
Moment of Intertia about Y-YIy295 in4
Elastic Section Modulus about X-XSx14.2 in3
Elastic Section Modulus about Y-YSy46.5 in3
Plastic Section Modulus about X-XZx29.8 in3
Plastic Section Modulus about Y-YZy71.2 in3
St. Venant Torsional ConstantJ24.3 in4
Warping Torsion ConstantCw82.1 in6
Self Weight of sectionWeight95 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT6X95
Cross Sectional AreaA18064 mm2
Section Widthb323 mm
Section Depthd183 mm
Flange thicknesstf44.2 mm
Web thicknesstw26.9 mm
Radius of Gyration about X-Xrx43 mm
Radius of Gyrations about Y-Yry83 mm
Moment of Inertia about X-XIx33000000 mm4
Moment of Intertia about Y-YIy123000000 mm4
Elastic Section Modulus about X-XSx233000 mm3
Elastic Section Modulus about Y-YSy762000 mm3
Plastic Section Modulus about X-XZx488000 mm3
Plastic Section Modulus about Y-YZy1167000 mm3
St. Venant Torsional ConstantJ10114000 mm4
Warping Torsion ConstantCw22000000000 mm6
Self Weight of sectionWeight141 kg/m

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

A WT6X95 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 95 lb/ft and has a cross sectional area of 28 in2. The height and width of the section are 7.19 in and 12.7 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