Dimensions and section properties for W36X361

Structural sectional properties for a W36X361 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X361
Cross Sectional AreaA106 in2
Section Widthb16.7 in
Section Depthd38 in
Flange thicknesstf2.01 in
Web thicknesstw1.12 in
Radius of Gyration about X-Xrx15.6 in
Radius of Gyrations about Y-Yry3.85 in
Moment of Inertia about X-XIx25700 in4
Moment of Intertia about Y-YIy1570 in4
Elastic Section Modulus about X-XSx1350 in3
Elastic Section Modulus about Y-YSy188 in3
Plastic Section Modulus about X-XZx1550 in3
Plastic Section Modulus about Y-YZy293 in3
St. Venant Torsional ConstantJ109 in4
Warping Torsion ConstantCw509000 in6
Self Weight of sectionWeight361 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X361
Cross Sectional AreaA68387 mm2
Section Widthb424 mm
Section Depthd965 mm
Flange thicknesstf51.1 mm
Web thicknesstw28.4 mm
Radius of Gyration about X-Xrx396 mm
Radius of Gyrations about Y-Yry98 mm
Moment of Inertia about X-XIx10697000000 mm4
Moment of Intertia about Y-YIy653000000 mm4
Elastic Section Modulus about X-XSx22123000 mm3
Elastic Section Modulus about Y-YSy3081000 mm3
Plastic Section Modulus about X-XZx25400000 mm3
Plastic Section Modulus about Y-YZy4801000 mm3
St. Venant Torsional ConstantJ45369000 mm4
Warping Torsion ConstantCw136685000000000 mm6
Self Weight of sectionWeight537 kg/m

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

A W36X361 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 361 lb/ft and has a cross sectional area of 106 in2. The height and width of the section are 38 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