Structural sectional properties for a W30X148 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X148 |
Cross Sectional Area | A | 43.6 in2 |
Section Width | b | 10.5 in |
Section Depth | d | 30.7 in |
Flange thickness | tf | 1.18 in |
Web thickness | tw | 0.65 in |
Radius of Gyration about X-X | rx | 12.4 in |
Radius of Gyrations about Y-Y | ry | 2.28 in |
Moment of Inertia about X-X | Ix | 6680 in4 |
Moment of Intertia about Y-Y | Iy | 227 in4 |
Elastic Section Modulus about X-X | Sx | 436 in3 |
Elastic Section Modulus about Y-Y | Sy | 43.3 in3 |
Plastic Section Modulus about X-X | Zx | 500 in3 |
Plastic Section Modulus about Y-Y | Zy | 68 in3 |
St. Venant Torsional Constant | J | 14.5 in4 |
Warping Torsion Constant | Cw | 49400 in6 |
Self Weight of section per foot | Weight | 148 lb/ft |
A W30X148 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 148 lb/ft and has a cross sectional area of 43.6 in2. The height and width of the section are 30.7 in and 10.5 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: