Structural sectional properties for a WT12X73 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X73 |
Cross Sectional Area | A | 21.5 in2 |
Section Width | b | 12.9 in |
Section Depth | d | 12.4 in |
Flange thickness | tf | 1.09 in |
Web thickness | tw | 0.65 in |
Radius of Gyration about X-X | rx | 3.5 in |
Radius of Gyrations about Y-Y | ry | 3.01 in |
Moment of Inertia about X-X | Ix | 264 in4 |
Moment of Intertia about Y-Y | Iy | 195 in4 |
Elastic Section Modulus about X-X | Sx | 27.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 30.3 in3 |
Plastic Section Modulus about X-X | Zx | 48.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 46.6 in3 |
St. Venant Torsional Constant | J | 6.7 in4 |
Warping Torsion Constant | Cw | 31.9 in6 |
Self Weight of section | Weight | 73 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X73 |
Cross Sectional Area | A | 13871 mm2 |
Section Width | b | 328 mm |
Section Depth | d | 315 mm |
Flange thickness | tf | 27.7 mm |
Web thickness | tw | 16.5 mm |
Radius of Gyration about X-X | rx | 89 mm |
Radius of Gyrations about Y-Y | ry | 76 mm |
Moment of Inertia about X-X | Ix | 110000000 mm4 |
Moment of Intertia about Y-Y | Iy | 81000000 mm4 |
Elastic Section Modulus about X-X | Sx | 446000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 497000 mm3 |
Plastic Section Modulus about X-X | Zx | 790000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 764000 mm3 |
St. Venant Torsional Constant | J | 2789000 mm4 |
Warping Torsion Constant | Cw | 9000000000 mm6 |
Self Weight of section | Weight | 109 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT12X73 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 73 lb/ft and has a cross sectional area of 21.5 in2. The height and width of the section are 12.4 in and 12.9 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: