Dimensions and section properties for WT7X60

Structural sectional properties for a WT7X60 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X60
Cross Sectional AreaA17.7 in2
Section Widthb14.7 in
Section Depthd7.24 in
Flange thicknesstf0.94 in
Web thicknesstw0.59 in
Radius of Gyration about X-Xrx1.71 in
Radius of Gyrations about Y-Yry3.74 in
Moment of Inertia about X-XIx51.7 in4
Moment of Intertia about Y-YIy247 in4
Elastic Section Modulus about X-XSx8.61 in3
Elastic Section Modulus about Y-YSy33.7 in3
Plastic Section Modulus about X-XZx16.5 in3
Plastic Section Modulus about Y-YZy51.2 in3
St. Venant Torsional ConstantJ4.67 in4
Warping Torsion ConstantCw20 in6
Self Weight of sectionWeight60 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X60
Cross Sectional AreaA11419 mm2
Section Widthb373 mm
Section Depthd184 mm
Flange thicknesstf23.9 mm
Web thicknesstw15 mm
Radius of Gyration about X-Xrx43 mm
Radius of Gyrations about Y-Yry95 mm
Moment of Inertia about X-XIx22000000 mm4
Moment of Intertia about Y-YIy103000000 mm4
Elastic Section Modulus about X-XSx141000 mm3
Elastic Section Modulus about Y-YSy552000 mm3
Plastic Section Modulus about X-XZx270000 mm3
Plastic Section Modulus about Y-YZy839000 mm3
St. Venant Torsional ConstantJ1944000 mm4
Warping Torsion ConstantCw5000000000 mm6
Self Weight of sectionWeight89 kg/m

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

A WT7X60 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 60 lb/ft and has a cross sectional area of 17.7 in2. The height and width of the section are 7.24 in and 14.7 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