Dimensions and section properties for M10X8

Structural sectional properties for a M10X8 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeM
Section NameNameM10X8
Cross Sectional AreaA2.37 in2
Section Widthb2.69 in
Section Depthd9.95 in
Flange thicknesstf0.182 in
Web thicknesstw0.141 in
Radius of Gyration about X-Xrx3.82 in
Radius of Gyrations about Y-Yry0.5 in
Moment of Inertia about X-XIx34.6 in4
Moment of Intertia about Y-YIy0.593 in4
Elastic Section Modulus about X-XSx6.95 in3
Elastic Section Modulus about Y-YSy0.441 in3
Plastic Section Modulus about X-XZx8.2 in3
Plastic Section Modulus about Y-YZy0.711 in3
St. Venant Torsional ConstantJ0.0224 in4
Warping Torsion ConstantCw14.2 in6
Self Weight of sectionWeight8 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeM
Section NameNameM10X8
Cross Sectional AreaA1529 mm2
Section Widthb68 mm
Section Depthd253 mm
Flange thicknesstf4.6 mm
Web thicknesstw3.6 mm
Radius of Gyration about X-Xrx97 mm
Radius of Gyrations about Y-Yry13 mm
Moment of Inertia about X-XIx14000000 mm4
Moment of Intertia about Y-YIy0 mm4
Elastic Section Modulus about X-XSx114000 mm3
Elastic Section Modulus about Y-YSy7000 mm3
Plastic Section Modulus about X-XZx134000 mm3
Plastic Section Modulus about Y-YZy12000 mm3
St. Venant Torsional ConstantJ9000 mm4
Warping Torsion ConstantCw4000000000 mm6
Self Weight of sectionWeight12 kg/m

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

A M10X8 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 8 lb/ft and has a cross sectional area of 2.37 in2. The height and width of the section are 9.95 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