Dimensions and section properties for C10X25

Structural sectional properties for a C10X25 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeC
Section NameNameC10X25
Cross Sectional AreaA7.35 in2
Section Widthb2.89 in
Section Depthd10 in
Flange thicknesstf0.436 in
Web thicknesstw0.526 in
Radius of Gyration about X-Xrx3.52 in
Radius of Gyrations about Y-Yry0.675 in
Moment of Inertia about X-XIx91.1 in4
Moment of Intertia about Y-YIy3.34 in4
Elastic Section Modulus about X-XSx18.2 in3
Elastic Section Modulus about Y-YSy1.47 in3
Plastic Section Modulus about X-XZx23.1 in3
Plastic Section Modulus about Y-YZy3.18 in3
St. Venant Torsional ConstantJ0.687 in4
Warping Torsion ConstantCw68.3 in6
Self Weight of sectionWeight25 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeC
Section NameNameC10X25
Cross Sectional AreaA4742 mm2
Section Widthb73 mm
Section Depthd254 mm
Flange thicknesstf11.1 mm
Web thicknesstw13.4 mm
Radius of Gyration about X-Xrx89 mm
Radius of Gyrations about Y-Yry17 mm
Moment of Inertia about X-XIx38000000 mm4
Moment of Intertia about Y-YIy1000000 mm4
Elastic Section Modulus about X-XSx298000 mm3
Elastic Section Modulus about Y-YSy24000 mm3
Plastic Section Modulus about X-XZx379000 mm3
Plastic Section Modulus about Y-YZy52000 mm3
St. Venant Torsional ConstantJ286000 mm4
Warping Torsion ConstantCw18000000000 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 C10X25 steel section is a standard North American steel section in the C - Channel category. It weighs 25 lb/ft and has a cross sectional area of 7.35 in2. The height and width of the section are 10 in and 2.89 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