Structural sectional properties for a WT5X11 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X11 |
Cross Sectional Area | A | 3.24 in2 |
Section Width | b | 5.75 in |
Section Depth | d | 5.09 in |
Flange thickness | tf | 0.36 in |
Web thickness | tw | 0.24 in |
Radius of Gyration about X-X | rx | 1.46 in |
Radius of Gyrations about Y-Y | ry | 1.33 in |
Moment of Inertia about X-X | Ix | 6.88 in4 |
Moment of Intertia about Y-Y | Iy | 5.71 in4 |
Elastic Section Modulus about X-X | Sx | 1.72 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.99 in3 |
Plastic Section Modulus about X-X | Zx | 3.02 in3 |
Plastic Section Modulus about Y-Y | Zy | 3.05 in3 |
St. Venant Torsional Constant | J | 0.119 in4 |
Warping Torsion Constant | Cw | 0.107 in6 |
Self Weight of section | Weight | 11 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X11 |
Cross Sectional Area | A | 2090 mm2 |
Section Width | b | 146 mm |
Section Depth | d | 129 mm |
Flange thickness | tf | 9.1 mm |
Web thickness | tw | 6.1 mm |
Radius of Gyration about X-X | rx | 37 mm |
Radius of Gyrations about Y-Y | ry | 34 mm |
Moment of Inertia about X-X | Ix | 3000000 mm4 |
Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
Elastic Section Modulus about X-X | Sx | 28000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 33000 mm3 |
Plastic Section Modulus about X-X | Zx | 49000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 50000 mm3 |
St. Venant Torsional Constant | J | 50000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 16 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT5X11 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 11 lb/ft and has a cross sectional area of 3.24 in2. The height and width of the section are 5.09 in and 5.75 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: