Structural sectional properties for a W18X35 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W18X35 |
Cross Sectional Area | A | 10.3 in2 |
Section Width | b | 6 in |
Section Depth | d | 17.7 in |
Flange thickness | tf | 0.425 in |
Web thickness | tw | 0.3 in |
Radius of Gyration about X-X | rx | 7.04 in |
Radius of Gyrations about Y-Y | ry | 1.22 in |
Moment of Inertia about X-X | Ix | 510 in4 |
Moment of Intertia about Y-Y | Iy | 15.3 in4 |
Elastic Section Modulus about X-X | Sx | 57.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.12 in3 |
Plastic Section Modulus about X-X | Zx | 66.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 8.06 in3 |
St. Venant Torsional Constant | J | 0.506 in4 |
Warping Torsion Constant | Cw | 1140 in6 |
Self Weight of section per foot | Weight | 35 lb/ft |
A W18X35 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 35 lb/ft and has a cross sectional area of 10.3 in2. The height and width of the section are 17.7 in and 6 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: