Structural sectional properties for a W10X30 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W10X30 |
Cross Sectional Area | A | 8.84 in2 |
Section Width | b | 5.81 in |
Section Depth | d | 10.5 in |
Flange thickness | tf | 0.51 in |
Web thickness | tw | 0.3 in |
Radius of Gyration about X-X | rx | 4.38 in |
Radius of Gyrations about Y-Y | ry | 1.37 in |
Moment of Inertia about X-X | Ix | 170 in4 |
Moment of Intertia about Y-Y | Iy | 16.7 in4 |
Elastic Section Modulus about X-X | Sx | 32.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.75 in3 |
Plastic Section Modulus about X-X | Zx | 36.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 8.84 in3 |
St. Venant Torsional Constant | J | 0.622 in4 |
Warping Torsion Constant | Cw | 414 in6 |
Self Weight of section per foot | Weight | 30 lb/ft |
A W10X30 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 30 lb/ft and has a cross sectional area of 8.84 in2. The height and width of the section are 10.5 in and 5.81 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: