Dimensions and section properties for W14X211

Structural sectional properties for a W14X211 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X211
Cross Sectional AreaA62 in2
Section Widthb15.8 in
Section Depthd15.7 in
Flange thicknesstf1.56 in
Web thicknesstw0.98 in
Radius of Gyration about X-Xrx6.55 in
Radius of Gyrations about Y-Yry4.07 in
Moment of Inertia about X-XIx2660 in4
Moment of Intertia about Y-YIy1030 in4
Elastic Section Modulus about X-XSx338 in3
Elastic Section Modulus about Y-YSy130 in3
Plastic Section Modulus about X-XZx390 in3
Plastic Section Modulus about Y-YZy198 in3
St. Venant Torsional ConstantJ44.6 in4
Warping Torsion ConstantCw51500 in6
Self Weight of sectionWeight211 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X211
Cross Sectional AreaA40000 mm2
Section Widthb401 mm
Section Depthd399 mm
Flange thicknesstf39.6 mm
Web thicknesstw24.9 mm
Radius of Gyration about X-Xrx166 mm
Radius of Gyrations about Y-Yry103 mm
Moment of Inertia about X-XIx1107000000 mm4
Moment of Intertia about Y-YIy429000000 mm4
Elastic Section Modulus about X-XSx5539000 mm3
Elastic Section Modulus about Y-YSy2130000 mm3
Plastic Section Modulus about X-XZx6391000 mm3
Plastic Section Modulus about Y-YZy3245000 mm3
St. Venant Torsional ConstantJ18564000 mm4
Warping Torsion ConstantCw13830000000000 mm6
Self Weight of sectionWeight314 kg/m

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

A W14X211 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 211 lb/ft and has a cross sectional area of 62 in2. The height and width of the section are 15.7 in and 15.8 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