Dimensions and section properties for W16X67

Structural sectional properties for a W16X67 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW16X67
Cross Sectional AreaA19.6 in2
Section Widthb10.2 in
Section Depthd16.3 in
Flange thicknesstf0.665 in
Web thicknesstw0.395 in
Radius of Gyration about X-Xrx6.96 in
Radius of Gyrations about Y-Yry2.46 in
Moment of Inertia about X-XIx954 in4
Moment of Intertia about Y-YIy119 in4
Elastic Section Modulus about X-XSx117 in3
Elastic Section Modulus about Y-YSy23.2 in3
Plastic Section Modulus about X-XZx130 in3
Plastic Section Modulus about Y-YZy35.5 in3
St. Venant Torsional ConstantJ2.39 in4
Warping Torsion ConstantCw7300 in6
Self Weight of sectionWeight67 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW16X67
Cross Sectional AreaA12645 mm2
Section Widthb259 mm
Section Depthd414 mm
Flange thicknesstf16.9 mm
Web thicknesstw10 mm
Radius of Gyration about X-Xrx177 mm
Radius of Gyrations about Y-Yry62 mm
Moment of Inertia about X-XIx397000000 mm4
Moment of Intertia about Y-YIy50000000 mm4
Elastic Section Modulus about X-XSx1917000 mm3
Elastic Section Modulus about Y-YSy380000 mm3
Plastic Section Modulus about X-XZx2130000 mm3
Plastic Section Modulus about Y-YZy582000 mm3
St. Venant Torsional ConstantJ995000 mm4
Warping Torsion ConstantCw1960000000000 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 W16X67 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 19.6 in2. The height and width of the section are 16.3 in and 10.2 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