Dimensions and section properties for W8X35

Structural sectional properties for a W8X35 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW8X35
Cross Sectional AreaA10.3 in2
Section Widthb8.02 in
Section Depthd8.12 in
Flange thicknesstf0.495 in
Web thicknesstw0.31 in
Radius of Gyration about X-Xrx3.51 in
Radius of Gyrations about Y-Yry2.03 in
Moment of Inertia about X-XIx127 in4
Moment of Intertia about Y-YIy42.6 in4
Elastic Section Modulus about X-XSx31.2 in3
Elastic Section Modulus about Y-YSy10.6 in3
Plastic Section Modulus about X-XZx34.7 in3
Plastic Section Modulus about Y-YZy16.1 in3
St. Venant Torsional ConstantJ0.769 in4
Warping Torsion ConstantCw619 in6
Self Weight of sectionWeight35 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW8X35
Cross Sectional AreaA6645 mm2
Section Widthb204 mm
Section Depthd206 mm
Flange thicknesstf12.6 mm
Web thicknesstw7.9 mm
Radius of Gyration about X-Xrx89 mm
Radius of Gyrations about Y-Yry52 mm
Moment of Inertia about X-XIx53000000 mm4
Moment of Intertia about Y-YIy18000000 mm4
Elastic Section Modulus about X-XSx511000 mm3
Elastic Section Modulus about Y-YSy174000 mm3
Plastic Section Modulus about X-XZx569000 mm3
Plastic Section Modulus about Y-YZy264000 mm3
St. Venant Torsional ConstantJ320000 mm4
Warping Torsion ConstantCw166000000000 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 W8X35 steel section is a standard North American steel section in the W - 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 8.12 in and 8.02 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