Dimensions and section properties for W27X114

Structural sectional properties for a W27X114 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X114
Cross Sectional AreaA33.6 in2
Section Widthb10.1 in
Section Depthd27.3 in
Flange thicknesstf0.93 in
Web thicknesstw0.57 in
Radius of Gyration about X-Xrx11 in
Radius of Gyrations about Y-Yry2.18 in
Moment of Inertia about X-XIx4080 in4
Moment of Intertia about Y-YIy159 in4
Elastic Section Modulus about X-XSx299 in3
Elastic Section Modulus about Y-YSy31.5 in3
Plastic Section Modulus about X-XZx343 in3
Plastic Section Modulus about Y-YZy49.3 in3
St. Venant Torsional ConstantJ7.33 in4
Warping Torsion ConstantCw27600 in6
Self Weight of sectionWeight114 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW27X114
Cross Sectional AreaA21677 mm2
Section Widthb257 mm
Section Depthd693 mm
Flange thicknesstf23.6 mm
Web thicknesstw14.5 mm
Radius of Gyration about X-Xrx279 mm
Radius of Gyrations about Y-Yry55 mm
Moment of Inertia about X-XIx1698000000 mm4
Moment of Intertia about Y-YIy66000000 mm4
Elastic Section Modulus about X-XSx4900000 mm3
Elastic Section Modulus about Y-YSy516000 mm3
Plastic Section Modulus about X-XZx5621000 mm3
Plastic Section Modulus about Y-YZy808000 mm3
St. Venant Torsional ConstantJ3051000 mm4
Warping Torsion ConstantCw7412000000000 mm6
Self Weight of sectionWeight170 kg/m

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

A W27X114 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 114 lb/ft and has a cross sectional area of 33.6 in2. The height and width of the section are 27.3 in and 10.1 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