Dimensions and section properties for W27X307

Structural sectional properties for a W27X307 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X307
Cross Sectional AreaA90.2 in2
Section Widthb14.4 in
Section Depthd29.6 in
Flange thicknesstf2.09 in
Web thicknesstw1.16 in
Radius of Gyration about X-Xrx12 in
Radius of Gyrations about Y-Yry3.41 in
Moment of Inertia about X-XIx13100 in4
Moment of Intertia about Y-YIy1050 in4
Elastic Section Modulus about X-XSx887 in3
Elastic Section Modulus about Y-YSy146 in3
Plastic Section Modulus about X-XZx1030 in3
Plastic Section Modulus about Y-YZy227 in3
St. Venant Torsional ConstantJ101 in4
Warping Torsion ConstantCw199000 in6
Self Weight of sectionWeight307 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X307
Cross Sectional AreaA58193 mm2
Section Widthb366 mm
Section Depthd752 mm
Flange thicknesstf53.1 mm
Web thicknesstw29.5 mm
Radius of Gyration about X-Xrx305 mm
Radius of Gyrations about Y-Yry87 mm
Moment of Inertia about X-XIx5453000000 mm4
Moment of Intertia about Y-YIy437000000 mm4
Elastic Section Modulus about X-XSx14535000 mm3
Elastic Section Modulus about Y-YSy2393000 mm3
Plastic Section Modulus about X-XZx16879000 mm3
Plastic Section Modulus about Y-YZy3720000 mm3
St. Venant Torsional ConstantJ42039000 mm4
Warping Torsion ConstantCw53439000000000 mm6
Self Weight of sectionWeight457 kg/m

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

A W27X307 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 307 lb/ft and has a cross sectional area of 90.2 in2. The height and width of the section are 29.6 in and 14.4 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