Structural sectional properties for a W30X235 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X235 |
Cross Sectional Area | A | 69.3 in2 |
Section Width | b | 15.1 in |
Section Depth | d | 31.3 in |
Flange thickness | tf | 1.5 in |
Web thickness | tw | 0.83 in |
Radius of Gyration about X-X | rx | 13 in |
Radius of Gyrations about Y-Y | ry | 3.51 in |
Moment of Inertia about X-X | Ix | 11700 in4 |
Moment of Intertia about Y-Y | Iy | 855 in4 |
Elastic Section Modulus about X-X | Sx | 748 in3 |
Elastic Section Modulus about Y-Y | Sy | 114 in3 |
Plastic Section Modulus about X-X | Zx | 847 in3 |
Plastic Section Modulus about Y-Y | Zy | 175 in3 |
St. Venant Torsional Constant | J | 40.3 in4 |
Warping Torsion Constant | Cw | 190000 in6 |
Self Weight of section | Weight | 235 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X235 |
Cross Sectional Area | A | 44710 mm2 |
Section Width | b | 384 mm |
Section Depth | d | 795 mm |
Flange thickness | tf | 38.1 mm |
Web thickness | tw | 21.1 mm |
Radius of Gyration about X-X | rx | 330 mm |
Radius of Gyrations about Y-Y | ry | 89 mm |
Moment of Inertia about X-X | Ix | 4870000000 mm4 |
Moment of Intertia about Y-Y | Iy | 356000000 mm4 |
Elastic Section Modulus about X-X | Sx | 12258000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1868000 mm3 |
Plastic Section Modulus about X-X | Zx | 13880000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2868000 mm3 |
St. Venant Torsional Constant | J | 16774000 mm4 |
Warping Torsion Constant | Cw | 51022000000000 mm6 |
Self Weight of section | Weight | 350 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X235 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 235 lb/ft and has a cross sectional area of 69.3 in2. The height and width of the section are 31.3 in and 15.1 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: