Dimensions and section properties for W33X141

Structural sectional properties for a W33X141 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW33X141
Cross Sectional AreaA41.5 in2
Section Widthb11.5 in
Section Depthd33.3 in
Flange thicknesstf0.96 in
Web thicknesstw0.605 in
Radius of Gyration about X-Xrx13.4 in
Radius of Gyrations about Y-Yry2.43 in
Moment of Inertia about X-XIx7450 in4
Moment of Intertia about Y-YIy246 in4
Elastic Section Modulus about X-XSx448 in3
Elastic Section Modulus about Y-YSy42.7 in3
Plastic Section Modulus about X-XZx514 in3
Plastic Section Modulus about Y-YZy66.9 in3
St. Venant Torsional ConstantJ9.7 in4
Warping Torsion ConstantCw64400 in6
Self Weight of sectionWeight141 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW33X141
Cross Sectional AreaA26774 mm2
Section Widthb292 mm
Section Depthd846 mm
Flange thicknesstf24.4 mm
Web thicknesstw15.4 mm
Radius of Gyration about X-Xrx340 mm
Radius of Gyrations about Y-Yry62 mm
Moment of Inertia about X-XIx3101000000 mm4
Moment of Intertia about Y-YIy102000000 mm4
Elastic Section Modulus about X-XSx7341000 mm3
Elastic Section Modulus about Y-YSy700000 mm3
Plastic Section Modulus about X-XZx8423000 mm3
Plastic Section Modulus about Y-YZy1096000 mm3
St. Venant Torsional ConstantJ4037000 mm4
Warping Torsion ConstantCw17294000000000 mm6
Self Weight of sectionWeight210 kg/m

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

A W33X141 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 141 lb/ft and has a cross sectional area of 41.5 in2. The height and width of the section are 33.3 in and 11.5 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