Structural sectional properties for a WT15X45 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X45 |
Cross Sectional Area | A | 13.2 in2 |
Section Width | b | 10.4 in |
Section Depth | d | 14.8 in |
Flange thickness | tf | 0.61 in |
Web thickness | tw | 0.47 in |
Radius of Gyration about X-X | rx | 4.69 in |
Radius of Gyrations about Y-Y | ry | 2.09 in |
Moment of Inertia about X-X | Ix | 290 in4 |
Moment of Intertia about Y-Y | Iy | 57.3 in4 |
Elastic Section Modulus about X-X | Sx | 27.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 11 in3 |
Plastic Section Modulus about X-X | Zx | 49 in3 |
Plastic Section Modulus about Y-Y | Zy | 17.3 in3 |
St. Venant Torsional Constant | J | 1.41 in4 |
Warping Torsion Constant | Cw | 10.5 in6 |
Self Weight of section | Weight | 45 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X45 |
Cross Sectional Area | A | 8516 mm2 |
Section Width | b | 264 mm |
Section Depth | d | 376 mm |
Flange thickness | tf | 15.5 mm |
Web thickness | tw | 11.9 mm |
Radius of Gyration about X-X | rx | 119 mm |
Radius of Gyrations about Y-Y | ry | 53 mm |
Moment of Inertia about X-X | Ix | 121000000 mm4 |
Moment of Intertia about Y-Y | Iy | 24000000 mm4 |
Elastic Section Modulus about X-X | Sx | 444000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 180000 mm3 |
Plastic Section Modulus about X-X | Zx | 803000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 283000 mm3 |
St. Venant Torsional Constant | J | 587000 mm4 |
Warping Torsion Constant | Cw | 3000000000 mm6 |
Self Weight of section | Weight | 67 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT15X45 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 45 lb/ft and has a cross sectional area of 13.2 in2. The height and width of the section are 14.8 in and 10.4 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: