Dimensions and section properties for WT7X213

Structural sectional properties for a WT7X213 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X213
Cross Sectional AreaA62.7 in2
Section Widthb16.7 in
Section Depthd9.34 in
Flange thicknesstf3.04 in
Web thicknesstw1.88 in
Radius of Gyration about X-Xrx2.14 in
Radius of Gyrations about Y-Yry4.34 in
Moment of Inertia about X-XIx287 in4
Moment of Intertia about Y-YIy1180 in4
Elastic Section Modulus about X-XSx41.4 in3
Elastic Section Modulus about Y-YSy141 in3
Plastic Section Modulus about X-XZx91.7 in3
Plastic Section Modulus about Y-YZy217 in3
St. Venant Torsional ConstantJ164 in4
Warping Torsion ConstantCw991 in6
Self Weight of sectionWeight213 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X213
Cross Sectional AreaA40452 mm2
Section Widthb424 mm
Section Depthd237 mm
Flange thicknesstf77.2 mm
Web thicknesstw47.8 mm
Radius of Gyration about X-Xrx54 mm
Radius of Gyrations about Y-Yry110 mm
Moment of Inertia about X-XIx119000000 mm4
Moment of Intertia about Y-YIy491000000 mm4
Elastic Section Modulus about X-XSx678000 mm3
Elastic Section Modulus about Y-YSy2311000 mm3
Plastic Section Modulus about X-XZx1503000 mm3
Plastic Section Modulus about Y-YZy3556000 mm3
St. Venant Torsional ConstantJ68262000 mm4
Warping Torsion ConstantCw266000000000 mm6
Self Weight of sectionWeight317 kg/m

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

A WT7X213 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 213 lb/ft and has a cross sectional area of 62.7 in2. The height and width of the section are 9.34 in and 16.7 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