Dimensions and section properties for W36X135

Structural sectional properties for a W36X135 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X135
Cross Sectional AreaA39.9 in2
Section Widthb12 in
Section Depthd35.6 in
Flange thicknesstf0.79 in
Web thicknesstw0.6 in
Radius of Gyration about X-Xrx14 in
Radius of Gyrations about Y-Yry2.38 in
Moment of Inertia about X-XIx7800 in4
Moment of Intertia about Y-YIy225 in4
Elastic Section Modulus about X-XSx439 in3
Elastic Section Modulus about Y-YSy37.7 in3
Plastic Section Modulus about X-XZx509 in3
Plastic Section Modulus about Y-YZy59.7 in3
St. Venant Torsional ConstantJ7 in4
Warping Torsion ConstantCw68100 in6
Self Weight of sectionWeight135 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X135
Cross Sectional AreaA25742 mm2
Section Widthb305 mm
Section Depthd904 mm
Flange thicknesstf20.1 mm
Web thicknesstw15.2 mm
Radius of Gyration about X-Xrx356 mm
Radius of Gyrations about Y-Yry60 mm
Moment of Inertia about X-XIx3247000000 mm4
Moment of Intertia about Y-YIy94000000 mm4
Elastic Section Modulus about X-XSx7194000 mm3
Elastic Section Modulus about Y-YSy618000 mm3
Plastic Section Modulus about X-XZx8341000 mm3
Plastic Section Modulus about Y-YZy978000 mm3
St. Venant Torsional ConstantJ2914000 mm4
Warping Torsion ConstantCw18287000000000 mm6
Self Weight of sectionWeight201 kg/m

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

A W36X135 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 135 lb/ft and has a cross sectional area of 39.9 in2. The height and width of the section are 35.6 in and 12 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