Structural sectional properties for a WT4X24 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X24 |
Cross Sectional Area | A | 7.05 in2 |
Section Width | b | 8.11 in |
Section Depth | d | 4.25 in |
Flange thickness | tf | 0.685 in |
Web thickness | tw | 0.4 in |
Radius of Gyration about X-X | rx | 0.986 in |
Radius of Gyrations about Y-Y | ry | 2.08 in |
Moment of Inertia about X-X | Ix | 6.85 in4 |
Moment of Intertia about Y-Y | Iy | 30.5 in4 |
Elastic Section Modulus about X-X | Sx | 1.97 in3 |
Elastic Section Modulus about Y-Y | Sy | 7.51 in3 |
Plastic Section Modulus about X-X | Zx | 3.94 in3 |
Plastic Section Modulus about Y-Y | Zy | 11.4 in3 |
St. Venant Torsional Constant | J | 0.977 in4 |
Warping Torsion Constant | Cw | 1.3 in6 |
Self Weight of section | Weight | 24 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X24 |
Cross Sectional Area | A | 4548 mm2 |
Section Width | b | 206 mm |
Section Depth | d | 108 mm |
Flange thickness | tf | 17.4 mm |
Web thickness | tw | 10.2 mm |
Radius of Gyration about X-X | rx | 25 mm |
Radius of Gyrations about Y-Y | ry | 53 mm |
Moment of Inertia about X-X | Ix | 3000000 mm4 |
Moment of Intertia about Y-Y | Iy | 13000000 mm4 |
Elastic Section Modulus about X-X | Sx | 32000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 123000 mm3 |
Plastic Section Modulus about X-X | Zx | 65000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 187000 mm3 |
St. Venant Torsional Constant | J | 407000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 36 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT4X24 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 24 lb/ft and has a cross sectional area of 7.05 in2. The height and width of the section are 4.25 in and 8.11 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: