Structural sectional properties for a WT4X29 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X29 |
Cross Sectional Area | A | 8.54 in2 |
Section Width | b | 8.22 in |
Section Depth | d | 4.38 in |
Flange thickness | tf | 0.81 in |
Web thickness | tw | 0.51 in |
Radius of Gyration about X-X | rx | 1.03 in |
Radius of Gyrations about Y-Y | ry | 2.1 in |
Moment of Inertia about X-X | Ix | 9.12 in4 |
Moment of Intertia about Y-Y | Iy | 37.5 in4 |
Elastic Section Modulus about X-X | Sx | 2.61 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.13 in3 |
Plastic Section Modulus about X-X | Zx | 5.25 in3 |
Plastic Section Modulus about Y-Y | Zy | 13.9 in3 |
St. Venant Torsional Constant | J | 1.66 in4 |
Warping Torsion Constant | Cw | 2.28 in6 |
Self Weight of section | Weight | 29 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X29 |
Cross Sectional Area | A | 5510 mm2 |
Section Width | b | 209 mm |
Section Depth | d | 111 mm |
Flange thickness | tf | 20.6 mm |
Web thickness | tw | 13 mm |
Radius of Gyration about X-X | rx | 26 mm |
Radius of Gyrations about Y-Y | ry | 53 mm |
Moment of Inertia about X-X | Ix | 4000000 mm4 |
Moment of Intertia about Y-Y | Iy | 16000000 mm4 |
Elastic Section Modulus about X-X | Sx | 43000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 150000 mm3 |
Plastic Section Modulus about X-X | Zx | 86000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 228000 mm3 |
St. Venant Torsional Constant | J | 691000 mm4 |
Warping Torsion Constant | Cw | 1000000000 mm6 |
Self Weight of section | Weight | 43 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT4X29 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 29 lb/ft and has a cross sectional area of 8.54 in2. The height and width of the section are 4.38 in and 8.22 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: