Structural sectional properties for a WT5X15 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X15 |
Cross Sectional Area | A | 4.42 in2 |
Section Width | b | 5.81 in |
Section Depth | d | 5.24 in |
Flange thickness | tf | 0.51 in |
Web thickness | tw | 0.3 in |
Radius of Gyration about X-X | rx | 1.45 in |
Radius of Gyrations about Y-Y | ry | 1.37 in |
Moment of Inertia about X-X | Ix | 9.28 in4 |
Moment of Intertia about Y-Y | Iy | 8.35 in4 |
Elastic Section Modulus about X-X | Sx | 2.24 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.87 in3 |
Plastic Section Modulus about X-X | Zx | 4.01 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.41 in3 |
St. Venant Torsional Constant | J | 0.31 in4 |
Warping Torsion Constant | Cw | 0.273 in6 |
Self Weight of section | Weight | 15 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X15 |
Cross Sectional Area | A | 2852 mm2 |
Section Width | b | 148 mm |
Section Depth | d | 133 mm |
Flange thickness | tf | 13 mm |
Web thickness | tw | 7.6 mm |
Radius of Gyration about X-X | rx | 37 mm |
Radius of Gyrations about Y-Y | ry | 35 mm |
Moment of Inertia about X-X | Ix | 4000000 mm4 |
Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
Elastic Section Modulus about X-X | Sx | 37000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 47000 mm3 |
Plastic Section Modulus about X-X | Zx | 66000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 72000 mm3 |
St. Venant Torsional Constant | J | 129000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 22 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT5X15 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 15 lb/ft and has a cross sectional area of 4.42 in2. The height and width of the section are 5.24 in and 5.81 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: