Structural sectional properties for a W27X114 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W27X114 |
Cross Sectional Area | A | 33.6 in2 |
Section Width | b | 10.1 in |
Section Depth | d | 27.3 in |
Flange thickness | tf | 0.93 in |
Web thickness | tw | 0.57 in |
Radius of Gyration about X-X | rx | 11 in |
Radius of Gyrations about Y-Y | ry | 2.18 in |
Moment of Inertia about X-X | Ix | 4080 in4 |
Moment of Intertia about Y-Y | Iy | 159 in4 |
Elastic Section Modulus about X-X | Sx | 299 in3 |
Elastic Section Modulus about Y-Y | Sy | 31.5 in3 |
Plastic Section Modulus about X-X | Zx | 343 in3 |
Plastic Section Modulus about Y-Y | Zy | 49.3 in3 |
St. Venant Torsional Constant | J | 7.33 in4 |
Warping Torsion Constant | Cw | 27600 in6 |
Self Weight of section per foot | Weight | 114 lb/ft |
A W27X114 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 114 lb/ft and has a cross sectional area of 33.6 in2. The height and width of the section are 27.3 in and 10.1 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: