Structural sectional properties for a W12X65 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X65 |
Cross Sectional Area | A | 19.1 in2 |
Section Width | b | 12 in |
Section Depth | d | 12.1 in |
Flange thickness | tf | 0.605 in |
Web thickness | tw | 0.39 in |
Radius of Gyration about X-X | rx | 5.28 in |
Radius of Gyrations about Y-Y | ry | 3.02 in |
Moment of Inertia about X-X | Ix | 533 in4 |
Moment of Intertia about Y-Y | Iy | 174 in4 |
Elastic Section Modulus about X-X | Sx | 87.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 29.1 in3 |
Plastic Section Modulus about X-X | Zx | 96.8 in3 |
Plastic Section Modulus about Y-Y | Zy | 44.1 in3 |
St. Venant Torsional Constant | J | 2.18 in4 |
Warping Torsion Constant | Cw | 5780 in6 |
Self Weight of section per foot | Weight | 65 lb/ft |
A W12X65 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 65 lb/ft and has a cross sectional area of 19.1 in2. The height and width of the section are 12.1 in and 12 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: