Dimensions and section properties for MC10X22

Structural sectional properties for a MC10X22 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC10X22
Cross Sectional AreaA6.45 in2
Section Widthb3.32 in
Section Depthd10 in
Flange thicknesstf0.575 in
Web thicknesstw0.29 in
Radius of Gyration about X-Xrx3.99 in
Radius of Gyrations about Y-Yry0.997 in
Moment of Inertia about X-XIx102 in4
Moment of Intertia about Y-YIy6.4 in4
Elastic Section Modulus about X-XSx20.5 in3
Elastic Section Modulus about Y-YSy2.75 in3
Plastic Section Modulus about X-XZx23.9 in3
Plastic Section Modulus about Y-YZy5.29 in3
St. Venant Torsional ConstantJ0.51 in4
Warping Torsion ConstantCw110 in6
Self Weight of sectionWeight22 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC10X22
Cross Sectional AreaA4161 mm2
Section Widthb84 mm
Section Depthd254 mm
Flange thicknesstf14.6 mm
Web thicknesstw7.4 mm
Radius of Gyration about X-Xrx101 mm
Radius of Gyrations about Y-Yry25 mm
Moment of Inertia about X-XIx42000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx336000 mm3
Elastic Section Modulus about Y-YSy45000 mm3
Plastic Section Modulus about X-XZx392000 mm3
Plastic Section Modulus about Y-YZy87000 mm3
St. Venant Torsional ConstantJ212000 mm4
Warping Torsion ConstantCw30000000000 mm6
Self Weight of sectionWeight33 kg/m

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

A MC10X22 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 22 lb/ft and has a cross sectional area of 6.45 in2. The height and width of the section are 10 in and 3.32 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