Dimensions and section properties for W36X194

Structural sectional properties for a W36X194 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X194
Cross Sectional AreaA57 in2
Section Widthb12.1 in
Section Depthd36.5 in
Flange thicknesstf1.26 in
Web thicknesstw0.765 in
Radius of Gyration about X-Xrx14.6 in
Radius of Gyrations about Y-Yry2.56 in
Moment of Inertia about X-XIx12100 in4
Moment of Intertia about Y-YIy375 in4
Elastic Section Modulus about X-XSx664 in3
Elastic Section Modulus about Y-YSy61.9 in3
Plastic Section Modulus about X-XZx767 in3
Plastic Section Modulus about Y-YZy97.7 in3
St. Venant Torsional ConstantJ22.2 in4
Warping Torsion ConstantCw116000 in6
Self Weight of sectionWeight194 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X194
Cross Sectional AreaA36774 mm2
Section Widthb307 mm
Section Depthd927 mm
Flange thicknesstf32 mm
Web thicknesstw19.4 mm
Radius of Gyration about X-Xrx371 mm
Radius of Gyrations about Y-Yry65 mm
Moment of Inertia about X-XIx5036000000 mm4
Moment of Intertia about Y-YIy156000000 mm4
Elastic Section Modulus about X-XSx10881000 mm3
Elastic Section Modulus about Y-YSy1014000 mm3
Plastic Section Modulus about X-XZx12569000 mm3
Plastic Section Modulus about Y-YZy1601000 mm3
St. Venant Torsional ConstantJ9240000 mm4
Warping Torsion ConstantCw31150000000000 mm6
Self Weight of sectionWeight289 kg/m

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

A W36X194 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 194 lb/ft and has a cross sectional area of 57 in2. The height and width of the section are 36.5 in and 12.1 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