Dimensions and section properties for W18X192

Structural sectional properties for a W18X192 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW18X192
Cross Sectional AreaA56.2 in2
Section Widthb11.5 in
Section Depthd20.4 in
Flange thicknesstf1.75 in
Web thicknesstw0.96 in
Radius of Gyration about X-Xrx8.28 in
Radius of Gyrations about Y-Yry2.79 in
Moment of Inertia about X-XIx3870 in4
Moment of Intertia about Y-YIy440 in4
Elastic Section Modulus about X-XSx380 in3
Elastic Section Modulus about Y-YSy76.8 in3
Plastic Section Modulus about X-XZx442 in3
Plastic Section Modulus about Y-YZy119 in3
St. Venant Torsional ConstantJ44.7 in4
Warping Torsion ConstantCw38000 in6
Self Weight of sectionWeight192 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW18X192
Cross Sectional AreaA36258 mm2
Section Widthb292 mm
Section Depthd518 mm
Flange thicknesstf44.5 mm
Web thicknesstw24.4 mm
Radius of Gyration about X-Xrx210 mm
Radius of Gyrations about Y-Yry71 mm
Moment of Inertia about X-XIx1611000000 mm4
Moment of Intertia about Y-YIy183000000 mm4
Elastic Section Modulus about X-XSx6227000 mm3
Elastic Section Modulus about Y-YSy1259000 mm3
Plastic Section Modulus about X-XZx7243000 mm3
Plastic Section Modulus about Y-YZy1950000 mm3
St. Venant Torsional ConstantJ18606000 mm4
Warping Torsion ConstantCw10204000000000 mm6
Self Weight of sectionWeight286 kg/m

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

A W18X192 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 192 lb/ft and has a cross sectional area of 56.2 in2. The height and width of the section are 20.4 in and 11.5 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