Dimensions and section properties for W8X67

Structural sectional properties for a W8X67 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW8X67
Cross Sectional AreaA19.7 in2
Section Widthb8.28 in
Section Depthd9 in
Flange thicknesstf0.935 in
Web thicknesstw0.57 in
Radius of Gyration about X-Xrx3.72 in
Radius of Gyrations about Y-Yry2.12 in
Moment of Inertia about X-XIx272 in4
Moment of Intertia about Y-YIy88.6 in4
Elastic Section Modulus about X-XSx60.4 in3
Elastic Section Modulus about Y-YSy21.4 in3
Plastic Section Modulus about X-XZx70.1 in3
Plastic Section Modulus about Y-YZy32.7 in3
St. Venant Torsional ConstantJ5.05 in4
Warping Torsion ConstantCw1440 in6
Self Weight of sectionWeight67 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW8X67
Cross Sectional AreaA12710 mm2
Section Widthb210 mm
Section Depthd229 mm
Flange thicknesstf23.7 mm
Web thicknesstw14.5 mm
Radius of Gyration about X-Xrx94 mm
Radius of Gyrations about Y-Yry54 mm
Moment of Inertia about X-XIx113000000 mm4
Moment of Intertia about Y-YIy37000000 mm4
Elastic Section Modulus about X-XSx990000 mm3
Elastic Section Modulus about Y-YSy351000 mm3
Plastic Section Modulus about X-XZx1149000 mm3
Plastic Section Modulus about Y-YZy536000 mm3
St. Venant Torsional ConstantJ2102000 mm4
Warping Torsion ConstantCw387000000000 mm6
Self Weight of sectionWeight100 kg/m

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

A W8X67 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 67 lb/ft and has a cross sectional area of 19.7 in2. The height and width of the section are 9 in and 8.28 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