Dimensions and section properties for W36X302

Structural sectional properties for a W36X302 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X302
Cross Sectional AreaA89 in2
Section Widthb16.7 in
Section Depthd37.3 in
Flange thicknesstf1.68 in
Web thicknesstw0.945 in
Radius of Gyration about X-Xrx15.4 in
Radius of Gyrations about Y-Yry3.82 in
Moment of Inertia about X-XIx21100 in4
Moment of Intertia about Y-YIy1300 in4
Elastic Section Modulus about X-XSx1130 in3
Elastic Section Modulus about Y-YSy156 in3
Plastic Section Modulus about X-XZx1280 in3
Plastic Section Modulus about Y-YZy241 in3
St. Venant Torsional ConstantJ64.3 in4
Warping Torsion ConstantCw412000 in6
Self Weight of sectionWeight302 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X302
Cross Sectional AreaA57419 mm2
Section Widthb424 mm
Section Depthd947 mm
Flange thicknesstf42.7 mm
Web thicknesstw24 mm
Radius of Gyration about X-Xrx391 mm
Radius of Gyrations about Y-Yry97 mm
Moment of Inertia about X-XIx8782000000 mm4
Moment of Intertia about Y-YIy541000000 mm4
Elastic Section Modulus about X-XSx18517000 mm3
Elastic Section Modulus about Y-YSy2556000 mm3
Plastic Section Modulus about X-XZx20975000 mm3
Plastic Section Modulus about Y-YZy3949000 mm3
St. Venant Torsional ConstantJ26764000 mm4
Warping Torsion ConstantCw110637000000000 mm6
Self Weight of sectionWeight449 kg/m

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

A W36X302 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 302 lb/ft and has a cross sectional area of 89 in2. The height and width of the section are 37.3 in and 16.7 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