Structural sectional properties for a WT5X44 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X44 |
Cross Sectional Area | A | 13 in2 |
Section Width | b | 10.3 in |
Section Depth | d | 5.42 in |
Flange thickness | tf | 0.99 in |
Web thickness | tw | 0.605 in |
Radius of Gyration about X-X | rx | 1.27 in |
Radius of Gyrations about Y-Y | ry | 2.63 in |
Moment of Inertia about X-X | Ix | 20.8 in4 |
Moment of Intertia about Y-Y | Iy | 89.3 in4 |
Elastic Section Modulus about X-X | Sx | 4.77 in3 |
Elastic Section Modulus about Y-Y | Sy | 17.4 in3 |
Plastic Section Modulus about X-X | Zx | 9.65 in3 |
Plastic Section Modulus about Y-Y | Zy | 26.5 in3 |
St. Venant Torsional Constant | J | 3.75 in4 |
Warping Torsion Constant | Cw | 8.02 in6 |
Self Weight of section | Weight | 44 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X44 |
Cross Sectional Area | A | 8387 mm2 |
Section Width | b | 262 mm |
Section Depth | d | 138 mm |
Flange thickness | tf | 25.1 mm |
Web thickness | tw | 15.4 mm |
Radius of Gyration about X-X | rx | 32 mm |
Radius of Gyrations about Y-Y | ry | 67 mm |
Moment of Inertia about X-X | Ix | 9000000 mm4 |
Moment of Intertia about Y-Y | Iy | 37000000 mm4 |
Elastic Section Modulus about X-X | Sx | 78000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 285000 mm3 |
Plastic Section Modulus about X-X | Zx | 158000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 434000 mm3 |
St. Venant Torsional Constant | J | 1561000 mm4 |
Warping Torsion Constant | Cw | 2000000000 mm6 |
Self Weight of section | Weight | 65 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT5X44 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 44 lb/ft and has a cross sectional area of 13 in2. The height and width of the section are 5.42 in and 10.3 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: