Dimensions and section properties for MC13X35

Structural sectional properties for a MC13X35 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC13X35
Cross Sectional AreaA10.3 in2
Section Widthb4.07 in
Section Depthd13 in
Flange thicknesstf0.61 in
Web thicknesstw0.447 in
Radius of Gyration about X-Xrx4.95 in
Radius of Gyrations about Y-Yry1.09 in
Moment of Inertia about X-XIx252 in4
Moment of Intertia about Y-YIy12.3 in4
Elastic Section Modulus about X-XSx38.8 in3
Elastic Section Modulus about Y-YSy3.97 in3
Plastic Section Modulus about X-XZx46.5 in3
Plastic Section Modulus about Y-YZy8.04 in3
St. Venant Torsional ConstantJ1.13 in4
Warping Torsion ConstantCw412 in6
Self Weight of sectionWeight35 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeMC
Section NameNameMC13X35
Cross Sectional AreaA6645 mm2
Section Widthb103 mm
Section Depthd330 mm
Flange thicknesstf15.5 mm
Web thicknesstw11.4 mm
Radius of Gyration about X-Xrx126 mm
Radius of Gyrations about Y-Yry28 mm
Moment of Inertia about X-XIx105000000 mm4
Moment of Intertia about Y-YIy5000000 mm4
Elastic Section Modulus about X-XSx636000 mm3
Elastic Section Modulus about Y-YSy65000 mm3
Plastic Section Modulus about X-XZx762000 mm3
Plastic Section Modulus about Y-YZy132000 mm3
St. Venant Torsional ConstantJ470000 mm4
Warping Torsion ConstantCw111000000000 mm6
Self Weight of sectionWeight52 kg/m

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

A MC13X35 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 35 lb/ft and has a cross sectional area of 10.3 in2. The height and width of the section are 13 in and 4.07 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