Dimensions and section properties for MC10X25

Structural sectional properties for a MC10X25 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC10X25
Cross Sectional AreaA7.34 in2
Section Widthb3.41 in
Section Depthd10 in
Flange thicknesstf0.575 in
Web thicknesstw0.38 in
Radius of Gyration about X-Xrx3.87 in
Radius of Gyrations about Y-Yry0.993 in
Moment of Inertia about X-XIx110 in4
Moment of Intertia about Y-YIy7.25 in4
Elastic Section Modulus about X-XSx22 in3
Elastic Section Modulus about Y-YSy2.96 in3
Plastic Section Modulus about X-XZx26.2 in3
Plastic Section Modulus about Y-YZy5.65 in3
St. Venant Torsional ConstantJ0.638 in4
Warping Torsion ConstantCw124 in6
Self Weight of sectionWeight25 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC10X25
Cross Sectional AreaA4735 mm2
Section Widthb87 mm
Section Depthd254 mm
Flange thicknesstf14.6 mm
Web thicknesstw9.7 mm
Radius of Gyration about X-Xrx98 mm
Radius of Gyrations about Y-Yry25 mm
Moment of Inertia about X-XIx46000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx361000 mm3
Elastic Section Modulus about Y-YSy49000 mm3
Plastic Section Modulus about X-XZx429000 mm3
Plastic Section Modulus about Y-YZy93000 mm3
St. Venant Torsional ConstantJ266000 mm4
Warping Torsion ConstantCw33000000000 mm6
Self Weight of sectionWeight37 kg/m

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

A MC10X25 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 25 lb/ft and has a cross sectional area of 7.34 in2. The height and width of the section are 10 in and 3.41 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