Dimensions and section properties for WT7X37

Structural sectional properties for a WT7X37 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X37
Cross Sectional AreaA10.9 in2
Section Widthb10.1 in
Section Depthd7.09 in
Flange thicknesstf0.785 in
Web thicknesstw0.45 in
Radius of Gyration about X-Xrx1.82 in
Radius of Gyrations about Y-Yry2.48 in
Moment of Inertia about X-XIx36 in4
Moment of Intertia about Y-YIy66.9 in4
Elastic Section Modulus about X-XSx6.25 in3
Elastic Section Modulus about Y-YSy13.3 in3
Plastic Section Modulus about X-XZx11.5 in3
Plastic Section Modulus about Y-YZy20.2 in3
St. Venant Torsional ConstantJ1.93 in4
Warping Torsion ConstantCw4.19 in6
Self Weight of sectionWeight37 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT7X37
Cross Sectional AreaA7032 mm2
Section Widthb257 mm
Section Depthd180 mm
Flange thicknesstf19.9 mm
Web thicknesstw11.4 mm
Radius of Gyration about X-Xrx46 mm
Radius of Gyrations about Y-Yry63 mm
Moment of Inertia about X-XIx15000000 mm4
Moment of Intertia about Y-YIy28000000 mm4
Elastic Section Modulus about X-XSx102000 mm3
Elastic Section Modulus about Y-YSy218000 mm3
Plastic Section Modulus about X-XZx188000 mm3
Plastic Section Modulus about Y-YZy331000 mm3
St. Venant Torsional ConstantJ803000 mm4
Warping Torsion ConstantCw1000000000 mm6
Self Weight of sectionWeight55 kg/m

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

A WT7X37 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 37 lb/ft and has a cross sectional area of 10.9 in2. The height and width of the section are 7.09 in and 10.1 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