Dimensions and section properties for W27X194

Structural sectional properties for a W27X194 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X194
Cross Sectional AreaA57.1 in2
Section Widthb14 in
Section Depthd28.1 in
Flange thicknesstf1.34 in
Web thicknesstw0.75 in
Radius of Gyration about X-Xrx11.7 in
Radius of Gyrations about Y-Yry3.29 in
Moment of Inertia about X-XIx7860 in4
Moment of Intertia about Y-YIy619 in4
Elastic Section Modulus about X-XSx559 in3
Elastic Section Modulus about Y-YSy88.1 in3
Plastic Section Modulus about X-XZx631 in3
Plastic Section Modulus about Y-YZy136 in3
St. Venant Torsional ConstantJ27.1 in4
Warping Torsion ConstantCw111000 in6
Self Weight of sectionWeight194 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X194
Cross Sectional AreaA36839 mm2
Section Widthb356 mm
Section Depthd714 mm
Flange thicknesstf34 mm
Web thicknesstw19.1 mm
Radius of Gyration about X-Xrx297 mm
Radius of Gyrations about Y-Yry84 mm
Moment of Inertia about X-XIx3272000000 mm4
Moment of Intertia about Y-YIy258000000 mm4
Elastic Section Modulus about X-XSx9160000 mm3
Elastic Section Modulus about Y-YSy1444000 mm3
Plastic Section Modulus about X-XZx10340000 mm3
Plastic Section Modulus about Y-YZy2229000 mm3
St. Venant Torsional ConstantJ11280000 mm4
Warping Torsion ConstantCw29807000000000 mm6
Self Weight of sectionWeight289 kg/m

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

A W27X194 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 194 lb/ft and has a cross sectional area of 57.1 in2. The height and width of the section are 28.1 in and 14 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