Dimensions and section properties for WT7X19

Structural sectional properties for a WT7X19 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X19
Cross Sectional AreaA5.58 in2
Section Widthb6.77 in
Section Depthd7.05 in
Flange thicknesstf0.515 in
Web thicknesstw0.31 in
Radius of Gyration about X-Xrx2.04 in
Radius of Gyrations about Y-Yry1.55 in
Moment of Inertia about X-XIx23.3 in4
Moment of Intertia about Y-YIy13.3 in4
Elastic Section Modulus about X-XSx4.22 in3
Elastic Section Modulus about Y-YSy3.94 in3
Plastic Section Modulus about X-XZx7.45 in3
Plastic Section Modulus about Y-YZy6.07 in3
St. Venant Torsional ConstantJ0.398 in4
Warping Torsion ConstantCw0.554 in6
Self Weight of sectionWeight19 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X19
Cross Sectional AreaA3600 mm2
Section Widthb172 mm
Section Depthd179 mm
Flange thicknesstf13.1 mm
Web thicknesstw7.9 mm
Radius of Gyration about X-Xrx52 mm
Radius of Gyrations about Y-Yry39 mm
Moment of Inertia about X-XIx10000000 mm4
Moment of Intertia about Y-YIy6000000 mm4
Elastic Section Modulus about X-XSx69000 mm3
Elastic Section Modulus about Y-YSy65000 mm3
Plastic Section Modulus about X-XZx122000 mm3
Plastic Section Modulus about Y-YZy99000 mm3
St. Venant Torsional ConstantJ166000 mm4
Warping Torsion ConstantCw0 mm6
Self Weight of sectionWeight28 kg/m

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

A WT7X19 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 19 lb/ft and has a cross sectional area of 5.58 in2. The height and width of the section are 7.05 in and 6.77 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