Structural sectional properties for a WT7X155.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X155.5 |
Cross Sectional Area | A | 45.7 in2 |
Section Width | b | 16.2 in |
Section Depth | d | 8.56 in |
Flange thickness | tf | 2.26 in |
Web thickness | tw | 1.41 in |
Radius of Gyration about X-X | rx | 1.96 in |
Radius of Gyrations about Y-Y | ry | 4.2 in |
Moment of Inertia about X-X | Ix | 176 in4 |
Moment of Intertia about Y-Y | Iy | 807 in4 |
Elastic Section Modulus about X-X | Sx | 26.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 99.4 in3 |
Plastic Section Modulus about X-X | Zx | 57.7 in3 |
Plastic Section Modulus about Y-Y | Zy | 152 in3 |
St. Venant Torsional Constant | J | 67.5 in4 |
Warping Torsion Constant | Cw | 375 in6 |
Self Weight of section per foot | Weight | 155.5 lb/ft |
A WT7X155.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 155.5 lb/ft and has a cross sectional area of 45.7 in2. The height and width of the section are 8.56 in and 16.2 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: