Dimensions and section properties for S10X35

Structural sectional properties for a S10X35 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeS
Section NameNameS10X35
Cross Sectional AreaA10.3 in2
Section Widthb4.94 in
Section Depthd10 in
Flange thicknesstf0.491 in
Web thicknesstw0.594 in
Radius of Gyration about X-Xrx3.78 in
Radius of Gyrations about Y-Yry0.899 in
Moment of Inertia about X-XIx147 in4
Moment of Intertia about Y-YIy8.3 in4
Elastic Section Modulus about X-XSx29.4 in3
Elastic Section Modulus about Y-YSy3.36 in3
Plastic Section Modulus about X-XZx35.4 in3
Plastic Section Modulus about Y-YZy6.19 in3
St. Venant Torsional ConstantJ1.29 in4
Warping Torsion ConstantCw188 in6
Self Weight of sectionWeight35 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeS
Section NameNameS10X35
Cross Sectional AreaA6645 mm2
Section Widthb125 mm
Section Depthd254 mm
Flange thicknesstf12.5 mm
Web thicknesstw15.1 mm
Radius of Gyration about X-Xrx96 mm
Radius of Gyrations about Y-Yry23 mm
Moment of Inertia about X-XIx61000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx482000 mm3
Elastic Section Modulus about Y-YSy55000 mm3
Plastic Section Modulus about X-XZx580000 mm3
Plastic Section Modulus about Y-YZy101000 mm3
St. Venant Torsional ConstantJ537000 mm4
Warping Torsion ConstantCw50000000000 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 S10X35 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 35 lb/ft and has a cross sectional area of 10.3 in2. The height and width of the section are 10 in and 4.94 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