Dimensions and section properties for ST10X48

Structural sectional properties for a ST10X48 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeST
Section NameNameST10X48
Cross Sectional AreaA14.1 in2
Section Widthb7.2 in
Section Depthd10.2 in
Flange thicknesstf0.92 in
Web thicknesstw0.8 in
Radius of Gyration about X-Xrx3.18 in
Radius of Gyrations about Y-Yry1.33 in
Moment of Inertia about X-XIx143 in4
Moment of Intertia about Y-YIy25 in4
Elastic Section Modulus about X-XSx20.3 in3
Elastic Section Modulus about Y-YSy6.93 in3
Plastic Section Modulus about X-XZx36.9 in3
Plastic Section Modulus about Y-YZy12.5 in3
St. Venant Torsional ConstantJ4.16 in4
Warping Torsion ConstantCw15 in6
Self Weight of sectionWeight48 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeST
Section NameNameST10X48
Cross Sectional AreaA9097 mm2
Section Widthb183 mm
Section Depthd259 mm
Flange thicknesstf23.4 mm
Web thicknesstw20.3 mm
Radius of Gyration about X-Xrx81 mm
Radius of Gyrations about Y-Yry34 mm
Moment of Inertia about X-XIx60000000 mm4
Moment of Intertia about Y-YIy10000000 mm4
Elastic Section Modulus about X-XSx333000 mm3
Elastic Section Modulus about Y-YSy114000 mm3
Plastic Section Modulus about X-XZx605000 mm3
Plastic Section Modulus about Y-YZy205000 mm3
St. Venant Torsional ConstantJ1732000 mm4
Warping Torsion ConstantCw4000000000 mm6
Self Weight of sectionWeight71 kg/m

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

A ST10X48 steel section is a standard North American steel section in the ST - Standard Tee Sections category. It weighs 48 lb/ft and has a cross sectional area of 14.1 in2. The height and width of the section are 10.2 in and 7.2 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