Structural sectional properties for a W12X96 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X96 |
Cross Sectional Area | A | 28.2 in2 |
Section Width | b | 12.2 in |
Section Depth | d | 12.7 in |
Flange thickness | tf | 0.9 in |
Web thickness | tw | 0.55 in |
Radius of Gyration about X-X | rx | 5.44 in |
Radius of Gyrations about Y-Y | ry | 3.09 in |
Moment of Inertia about X-X | Ix | 833 in4 |
Moment of Intertia about Y-Y | Iy | 270 in4 |
Elastic Section Modulus about X-X | Sx | 131 in3 |
Elastic Section Modulus about Y-Y | Sy | 44.4 in3 |
Plastic Section Modulus about X-X | Zx | 147 in3 |
Plastic Section Modulus about Y-Y | Zy | 67.5 in3 |
St. Venant Torsional Constant | J | 6.85 in4 |
Warping Torsion Constant | Cw | 9410 in6 |
Self Weight of section per foot | Weight | 96 lb/ft |
A W12X96 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 96 lb/ft and has a cross sectional area of 28.2 in2. The height and width of the section are 12.7 in and 12.2 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: