Dimensions and section properties for W33X152

Structural sectional properties for a W33X152 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW33X152
Cross Sectional AreaA44.9 in2
Section Widthb11.6 in
Section Depthd33.5 in
Flange thicknesstf1.06 in
Web thicknesstw0.635 in
Radius of Gyration about X-Xrx13.5 in
Radius of Gyrations about Y-Yry2.47 in
Moment of Inertia about X-XIx8160 in4
Moment of Intertia about Y-YIy273 in4
Elastic Section Modulus about X-XSx487 in3
Elastic Section Modulus about Y-YSy47.2 in3
Plastic Section Modulus about X-XZx559 in3
Plastic Section Modulus about Y-YZy73.9 in3
St. Venant Torsional ConstantJ12.4 in4
Warping Torsion ConstantCw71700 in6
Self Weight of sectionWeight152 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW33X152
Cross Sectional AreaA28968 mm2
Section Widthb295 mm
Section Depthd851 mm
Flange thicknesstf26.9 mm
Web thicknesstw16.1 mm
Radius of Gyration about X-Xrx343 mm
Radius of Gyrations about Y-Yry63 mm
Moment of Inertia about X-XIx3396000000 mm4
Moment of Intertia about Y-YIy114000000 mm4
Elastic Section Modulus about X-XSx7981000 mm3
Elastic Section Modulus about Y-YSy773000 mm3
Plastic Section Modulus about X-XZx9160000 mm3
Plastic Section Modulus about Y-YZy1211000 mm3
St. Venant Torsional ConstantJ5161000 mm4
Warping Torsion ConstantCw19254000000000 mm6
Self Weight of sectionWeight226 kg/m

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

A W33X152 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 152 lb/ft and has a cross sectional area of 44.9 in2. The height and width of the section are 33.5 in and 11.6 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