Structural sectional properties for a W27X102 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W27X102 |
Cross Sectional Area | A | 30 in2 |
Section Width | b | 10 in |
Section Depth | d | 27.1 in |
Flange thickness | tf | 0.83 in |
Web thickness | tw | 0.515 in |
Radius of Gyration about X-X | rx | 11 in |
Radius of Gyrations about Y-Y | ry | 2.15 in |
Moment of Inertia about X-X | Ix | 3620 in4 |
Moment of Intertia about Y-Y | Iy | 139 in4 |
Elastic Section Modulus about X-X | Sx | 267 in3 |
Elastic Section Modulus about Y-Y | Sy | 27.8 in3 |
Plastic Section Modulus about X-X | Zx | 305 in3 |
Plastic Section Modulus about Y-Y | Zy | 43.4 in3 |
St. Venant Torsional Constant | J | 5.28 in4 |
Warping Torsion Constant | Cw | 24000 in6 |
Self Weight of section per foot | Weight | 102 lb/ft |
A W27X102 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 102 lb/ft and has a cross sectional area of 30 in2. The height and width of the section are 27.1 in and 10 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: