Dimensions and section properties for WT9X117

Structural sectional properties for a WT9X117 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X117
Cross Sectional AreaA34.3 in2
Section Widthb11.7 in
Section Depthd10.5 in
Flange thicknesstf2.11 in
Web thicknesstw1.16 in
Radius of Gyration about X-Xrx2.75 in
Radius of Gyrations about Y-Yry2.85 in
Moment of Inertia about X-XIx261 in4
Moment of Intertia about Y-YIy279 in4
Elastic Section Modulus about X-XSx32.7 in3
Elastic Section Modulus about Y-YSy47.9 in3
Plastic Section Modulus about X-XZx62.4 in3
Plastic Section Modulus about Y-YZy74.4 in3
St. Venant Torsional ConstantJ39.1 in4
Warping Torsion ConstantCw140 in6
Self Weight of sectionWeight117 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeWT
Section NameNameWT9X117
Cross Sectional AreaA22129 mm2
Section Widthb297 mm
Section Depthd267 mm
Flange thicknesstf53.6 mm
Web thicknesstw29.5 mm
Radius of Gyration about X-Xrx70 mm
Radius of Gyrations about Y-Yry72 mm
Moment of Inertia about X-XIx109000000 mm4
Moment of Intertia about Y-YIy116000000 mm4
Elastic Section Modulus about X-XSx536000 mm3
Elastic Section Modulus about Y-YSy785000 mm3
Plastic Section Modulus about X-XZx1023000 mm3
Plastic Section Modulus about Y-YZy1219000 mm3
St. Venant Torsional ConstantJ16275000 mm4
Warping Torsion ConstantCw38000000000 mm6
Self Weight of sectionWeight174 kg/m

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

A WT9X117 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 117 lb/ft and has a cross sectional area of 34.3 in2. The height and width of the section are 10.5 in and 11.7 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