Dimensions and section properties for W14X132

Structural sectional properties for a W14X132 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X132
Cross Sectional AreaA38.8 in2
Section Widthb14.7 in
Section Depthd14.7 in
Flange thicknesstf1.03 in
Web thicknesstw0.645 in
Radius of Gyration about X-Xrx6.28 in
Radius of Gyrations about Y-Yry3.76 in
Moment of Inertia about X-XIx1530 in4
Moment of Intertia about Y-YIy548 in4
Elastic Section Modulus about X-XSx209 in3
Elastic Section Modulus about Y-YSy74.5 in3
Plastic Section Modulus about X-XZx234 in3
Plastic Section Modulus about Y-YZy113 in3
St. Venant Torsional ConstantJ12.3 in4
Warping Torsion ConstantCw25500 in6
Self Weight of sectionWeight132 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X132
Cross Sectional AreaA25032 mm2
Section Widthb373 mm
Section Depthd373 mm
Flange thicknesstf26.2 mm
Web thicknesstw16.4 mm
Radius of Gyration about X-Xrx160 mm
Radius of Gyrations about Y-Yry96 mm
Moment of Inertia about X-XIx637000000 mm4
Moment of Intertia about Y-YIy228000000 mm4
Elastic Section Modulus about X-XSx3425000 mm3
Elastic Section Modulus about Y-YSy1221000 mm3
Plastic Section Modulus about X-XZx3835000 mm3
Plastic Section Modulus about Y-YZy1852000 mm3
St. Venant Torsional ConstantJ5120000 mm4
Warping Torsion ConstantCw6848000000000 mm6
Self Weight of sectionWeight196 kg/m

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

A W14X132 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 132 lb/ft and has a cross sectional area of 38.8 in2. The height and width of the section are 14.7 in and 14.7 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