Dimensions and section properties for M10X9

Structural sectional properties for a M10X9 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeM
Section NameNameM10X9
Cross Sectional AreaA2.65 in2
Section Widthb2.69 in
Section Depthd10 in
Flange thicknesstf0.206 in
Web thicknesstw0.157 in
Radius of Gyration about X-Xrx3.83 in
Radius of Gyrations about Y-Yry0.503 in
Moment of Inertia about X-XIx39 in4
Moment of Intertia about Y-YIy0.672 in4
Elastic Section Modulus about X-XSx7.79 in3
Elastic Section Modulus about Y-YSy0.5 in3
Plastic Section Modulus about X-XZx9.22 in3
Plastic Section Modulus about Y-YZy0.809 in3
St. Venant Torsional ConstantJ0.0314 in4
Warping Torsion ConstantCw16.1 in6
Self Weight of sectionWeight9 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeM
Section NameNameM10X9
Cross Sectional AreaA1710 mm2
Section Widthb68 mm
Section Depthd254 mm
Flange thicknesstf5.2 mm
Web thicknesstw4 mm
Radius of Gyration about X-Xrx97 mm
Radius of Gyrations about Y-Yry13 mm
Moment of Inertia about X-XIx16000000 mm4
Moment of Intertia about Y-YIy0 mm4
Elastic Section Modulus about X-XSx128000 mm3
Elastic Section Modulus about Y-YSy8000 mm3
Plastic Section Modulus about X-XZx151000 mm3
Plastic Section Modulus about Y-YZy13000 mm3
St. Venant Torsional ConstantJ13000 mm4
Warping Torsion ConstantCw4000000000 mm6
Self Weight of sectionWeight13 kg/m

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

A M10X9 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 9 lb/ft and has a cross sectional area of 2.65 in2. The height and width of the section are 10 in and 2.69 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